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HomeMy WebLinkAbout02 DR 2020-0005_SUB 2020-0002_TPM 2020-149 -82:1547A.7;36893A0-)A/(& $,(A#%&A$!'A,r+A,$&/#" ../'$ I AGENDA REPORT ITEM #2 MEETING DATE: DECEMBER 8, 2020 TO: PLANNING COMMISSION FROM: COMMUNITY DEVELOPMENT DEPARTMENT SUBJECT: DESIGN REVIEW 2020-0005 SUBDIVISION 2020-0002/TENTATIVE PARCEL MAP 2020-149 APPLICANT: B8 MYFORD INDUSTRIAL OWNER LLC A DELAWARE LIMITED LIABILITY COMPANY 938 AZALEA DRIVE COSTA MESA, CA 92626 LOCATION: 14451 MYFORD ROAD GENERAL PLAN: PLANNED COMMUNITY COMMERCIAL/BUSINESS (PCCB) ZONING: PLANNED COMMUNITY INDUSTRIAL (PC-IND) REQUEST: 1. DESIGN REVIEW (DR) 2020-0005: DEMOLITION OF AN EXISTING INDUSTRIAL BUILDING AND ADJACENT PARKING LOT AND THE CONSTRUCTION OF A 220,331- SQUARE-FOOT INDUSTRIAL WAREHOUSE FACILITY. 2. SUBDIVISION (SUB) 2020-0002/TENTATIVE PARCEL MAP (TPM) 2020-149: MERGER OF TWO ADJACENT LOTS (4 ASSESSOR'S PARCELS) INTO ONE PARCEL (9.9 ACRES). ENVIRONMENTAL: A MITIGATED NEGATIVE DECLARATION HAS BEEN PREPARED IN ACCORDANCE WITH THE PROVISIONS OF THE CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA) ARTICLE 6 OF CALIFORNIA CODE OF REGULATIONS, TITLE 14, CHAPTER 3. -82:1547A.7;36893Ao-)A/(& $,(A#%&A$!'A,r+A,$&/#" ../'$ PC Report December 8, 2020 DR 2020-0005&SUB 2020-0002/TPM 2020-149 Page 2 RECOMMENDATION: That the Planning Commission: 1. Adopt Resolution No. 4411 recommending that the Planning Commission find that the Mitigated Negative Declaration is adequate for DR 2020-0005 and SUB 2020-0002/TPM 2020-149 for the proposed project. 2. Adopt Resolution No. 4412 recommending that the Planning Commission approve DR 2020-0005 and SUB 2020-0002/TPM 2020-149 to demolish the existing industrial building and adjacent parking lot and construct a 220,331-square- foot industrial warehouse facility and merge two adjacent lots (4 Assessor's Parcels) into one parcel (9.9 acres). APPROVAL AUTHORITY: • Design Review: Design Review is required for site planning and design pursuant to Tustin City Code (TCC) Section 9272a. This item is forwarded to the Planning Commission for concurrent consideration of the project. • Tentative Parcel Map: A tentative parcel map is required for all subdivisions creating four (4) or less parcels pursuant to TCC Section 9323b1(a). Section 9321 b of the TCC authorizes the Planning Commission to review and take action on Tentative Maps. BACKGROUND: Site and Location The project site is comprised of two lots and consists of approximately 9.9 acres on the west side of Myford Road between Walnut Avenue and Michelle Drive (Figure 1). The Project site is located on Assessor Parcel Numbers (APNs) 432-473-20, 432-473-21, 432-473-35, and 432-473-36. The City of Tustin's (City) General Plan land use designation for the Project site is Planned Community Commercial/Business (PCCB). The current zoning for the Project site is Planned Community Industrial (PC-IND). Improvements on-site consist of a 91,794-square-foot office/industrial building to the southwest of the project site and an adjacent parking lot to the northwest of the site. -82:1547A.7;36893Ao-)A/(& $,(A#%&A$!'A,/„+A,$&/#” ../'$ PC Report December 8, 2020 DR 2020-0005&SUB 2020-0002/TPM 2020-149 Page 3 r `4 y7q' .. 4 ro • a a n , ,y1 M 1 J+ il. s vk l k Na 14451 Myfard Road ri w• _ 1 Figure 1 — Land Use Map Surrounding uses include largely industrial uses, as well as some office and commercial uses in the general area. Properties surrounding the site, west of Myford Road, are all located within the PC-IND zoning designation. To the east across Myford Road are properties located in the City of Irvine and consist of industrial and office buildings. PROJECT DESCRIPTION: The proposed project is comprised of a new industrial warehouse building totaling approximately 220,331 square feet with office space, parking near Myford Road, and perimeter landscaping. The proposed industrial warehouse building is proposed to be comprised approximately of 210,831 square feet of warehouse area and approximately 9,500 square feet of office. The subject project is designed for a speculative future industrial tenant, and subsequent tenant improvement plans would be required prior to -82:1547A.7;36893Ao-)A/(& $,(A#%&A$!'A,/„+A,$&/#” ../'$ PC Report December 8, 2020 DR 2020-0005&SUB 2020-0002/TPM 2020-149 Page 4 interior build-out. The proposed project entitlement package includes DR 2020-0005 and SUB 2020-0002/TPM 2020-149. The following section discusses each of the required applications. Design Review The proposed building is a concrete tilt-up industrial warehouse with forty-seven (47) truck docks. The southern building frontage would include 24 dock doors and the northern frontage would include 23 dock doors. The main pedestrian entrances would be accessed to the front and along the sides at the two (2) parking areas. The proposed industrial warehouse building would be centered on the newly combined lot fronting Myford Road. Along Myford Road, the proposed building would extend 390 feet along the curved street, with 132 feet of the building prominently featured (Figure 2). The proposed industrial warehouse building would have a maximum building height of approximately 46-6". Architectural features include staggered tilt-up panels along the street, aluminum storefronts, large entry windows, and cantilevered metal canopies. Materials include concrete, reflective glazing, metal, and a grey-scale paint scheme. The staggered panels, columns, and mixture of colors would break up the massing and provide a design detail to the exterior. All mechanical equipment would be screened from view. u Figure 2- Myford Road (Front) Elevation Vehicular access would be provided by two (2) relocated driveways on Myford Road. Two (2) parking areas are provided near Myford Road for on-site parking and a security gate is proposed and the end of the parking areas to restrict access to the site from the public. Passenger vehicles and trucks would have the option to access the project site via either of the project driveways, and a connecting U-shaped drive aisle would provide private access throughout the site (Figure 3). -82:1547A.7;36893Ao-)A/(& $,(A#%&A$!'A,/„+A,$&/#” ../'$ PC Report December 8, 2020 DR 2020-0005&SUB 2020-0002/TPM 2020-149 Page 5 WID< — `E4 11111 "w: : I I I I T - -- -- - --- -----I d, .T �. ....T-:.: O I I I G T T 0 Mr Wv--�-- - -BUIL�ING A EA _�-----I 1 N 2214,331 S.F. I 2 E. --- I-- —I --- --- --- ----- —T- r T T ---�-- - --- --- --- ----- --- - � _I T , T T - I I x I I F4 T I I T I j: _ L T Pti7E71T1AL ----�— T } z _ aT T ICE t-- -�--- T E _ T �x I I I I I T T E H J� ,- ✓ e T �+ T ! ✓ iI T r . +�` F 4 T ,. Figure 3—Site Plan The proposed project would require a minimum of 111 automobile parking spaces, and 111 automobile parking spaces would be provided on-site in two (2) parking areas near the relocated drive approaches. The proposed project site plan does not include any automobile parking within either truck court, in order to ensure efficient circulation for trucks. If auto parking stalls were added in the truck court, the total auto parking stall count could increase by an additional 85 stalls, resulting in a revised total auto parking stall count for the proposed project of 196. An Alternative Site Plan (Figure 4) has been -82:1547A.7;36893Ao-)A/(& $,(A#%&A$!'A,/,,+A,$&/#-../'$ PC Report December 8, 2020 DR 2020-0005&SUB 2020-0002/TPM 2020-149 Page 6 provided to illustrate the additional parking capacity for the site, which could be used be utilized to accommodate future tenants depending on their parking needs. g u e .:ll WV-E FIRE LHE ! Imo® i _—_--I_—_ _ J j - --- --- AC : : : : ..>..: WAREWUS$I N j j i I j j T� H I I o 0 --- -----I -- �- ID , I I I I I � ;- 1 •,,� ED H fes_. Figure 4-Alternate Site Plan-Potential Auto Parking The site would include approximately 39,084 square feet of landscaping. Landscaping would be installed in all areas not devoted to buildings, parking, traffic and specific user -82:1547A.7;36893Ao-)A/(& $,(A#%&A$!'A,r+A,$&/#""'/'$ PC Report December 8, 2020 DR 2020-0005&SUB 2020-0002/TPM 2020-149 Page 7 requirements, in accordance with the Irvine Industrial Complex Planned Community Regulations, which specify landscape design guidelines. Building setbacks would be in accordance with the minimum setback requirements for the planned community. In summary, the proposed project meets the applicable development standards of the Irvine Industrial Complex Planned Community District Regulations. The project also provides a building design and orientation similar to existing industrial developments in the planned community. The project would enhance the streetscape along Myford Road, providing detailing and features seen in industrial developments. Tentative Parcel Map SUB 2020-0002/TPM 2020-149 proposes to merge two (2) adjacent lots or four (4) contiguous APNs (432-473-20, 432-473-21 , 432-473-35, and 432-473-36) into one (1) combined parcel. The project involves a new four-and-a-half (4.5) foot wide easement for sidewalk purposes, and two (2) relocated drive approaches. The public right-of-way along Myford Road is already owned in fee title by the City. The proposed combined lot is of sufficient size and shape to allow the construction of a new industrial warehouse building. The combined parcel exceeds the minimum 30,000 square foot lot area required per the Irvine Industrial Complex Planned Community District Regulations at 9.9 acres. "Will serve" letters from the project site's respective utility providers have been provided by the Applicant as part of the Application stating that services can be provided. Review by Outside Agencies In accordance with Sections 66453 — 66455.7 of the California Government Code (Article 3 of the Subdivision Map Act), the local agency (City of Tustin) is required to transmit one (1) copy of the proposed tentative map to other local agencies having jurisdiction. As such, a copy of proposed SUB 2020-0002/TPM 2020-149 has been routed to outside agencies having jurisdiction over or a title interest in the subject property for review and/or recommendations during a fifteen (15) day review period between November 17, 2020, and December 2, 2020. As part of the noticing for the Tentative Parcel Map to applicable outside agencies, two (2) letters were received by Tustin Unified School District and the City of Irvine during the public comment period (Attachment E). Tustin Unified School District provided a comment letter regarding applicable commercial/industrial School Fees for new building square footage. Proposed Condition No. 14.1 of Resolution No. 4412 addressed the subject school facilities fee. City of Irvine requested information related to traffic impacts, and the City of Tustin will be providing responses. No further comments were received by outside agencies. -82:1547A.7;36893Ao-)A/(& $,(A#%&A$!'A,r+A,$&/#" ../'$ PC Report December 8, 2020 DR 2020-0005&SUB 2020-0002/TPM 2020-149 Page 8 AB-52 Assembly Bill (AB) 52 requires lead agencies to consider the effects of projects on tribal cultural resources and to conduct notification and consultation with Native American tribes that are traditionally and culturally affiliated with the geographic area of the proposed project, prior to the release of a negative declaration, mitigated negative declaration, or environmental impact report. In accordance with AB 52, including Public Resources Code Section 21080.3.1(d), the City obtained a list of local tribes from the Native American Heritage Commission and provided notification of the required thirty (30) day consultation period which commenced on August 21, 2020. Two (2) tribes, both listed under the State of California Native American Heritage Commission Tribal Contact List for the area requested, participated in consultation with the City. The tribes are the Juaneno Band of Mission Indians, Acjachemen Nation — Belardes ("Belardes") and the Gabrieleno Band of Mission Indians - Kizh Nation ("Kizh Nation"). During the consultation process, both tribes requested tribal monitors during ground disturbing operations. Thus, mitigation measures were drafted to include tribal monitors agreeable by both tribes during ground distributing operations one (1) foot or greater below grade. Kizh Nation's General Counsel eventually notified the City that Kizh Nation rejected the City's proposed mitigation measures because the mitigation measures included Belardes. Kizh Nation also provided some constructive edits to the proposed mitigation that the City did consider. Based on the response from Kizh Nation, the City modified the proposed mitigation to require the applicant to contract with each tribe to have its own tribal monitor on-site during ground disturbing operations. The mitigation measures were also modified to incorporate many of the constructive comments provided by Kizh Nation. In accordance with Public Resources Code Section 21080.3.2(b)(2), all parties have acted in good faith in consulting regarding the Project. Each tribe presented its request to the City and the City developed mitigation measures that accommodate both tribes' requests regarding tribal monitoring. However, based on the above-mentioned correspondence from Kizh Nation's General Counsel, the City believed that an agreement on proposed mitigation could not be achieved and therefore, the City deemed the consultation process to have been concluded in accordance with Public Resources Code Section 21080.3.2(b)(2). ENVIRONMENTAL: A Mitigated Negative Declaration and drafted Mitigation Monitoring and Reporting Program has been prepared for this project (Exhibits A and B of Resolution No. 4411). The project includes demolition and grading activities. Based upon the nature of the project, there may be potential impacts to Cultural Resources, Geology/Soils, and Tribal Cultural Resources. The Mitigated Negative Declaration identified that the project site has been previously disturbed and the surrounding area is predominantly urbanized with industrial uses. Because the proposed project involves development of a site that has been so heavily disturbed, it is not anticipated that intact subsurface archaeological -82:1547A.7;36893A0-)A/(& $,(A#%&A$!'A,r+A,$&/#" ../'$ PC Report December 8, 2020 DR 2020-0005&SUB 2020-0002/TPM 2020-149 Page 9 resources would be encountered during excavation and grading activities. Although the potential for disturbance of undiscovered resources during grading and excavation activities is considered low, in accordance with Policy 13.2 of the Conservation/Open Space/ Recreation element of the City's General Plan which requires mitigation measures where development will affect archaeological or paleontological resources, Mitigation Measures CUL-1 through CUL-3 (Exhibit B of Resolution No. 4411) are required to reduce this potential impact to a level considered less than significant. In accordance with the City of Tustin's procedures regarding implementation of the California Environmental Quality Act, and, on the basis of that study, finds: That although there is evidence that the proposed project may have an effect on the environment, there will not be a significant effect in this case because mitigation measures have been added to the project. Therefore, the preparation of an Environmental Impact Report is not required. The public was invited to comment on the appropriateness of this Mitigated Negative Declaration during a twenty (20) day review period between November 17, 2020, and December 7, 2020. A letter was received by Orange County Fire Authority (OCFA) regarding project specific measures/conditions. Prior OCFA project review and proposed Conditions No. 11.1-11.6 of Resolution No. 4412 address these measures/conditions. Any additional comments received during the public comment period will be provided at the December 8, 2020 Planning Commission Meeting. CONCLUSION: As proposed, the project meets the applicable development standards set forth in the in the PC-IND zoning district. Analysis of DR 2020-0005 has determined that the location, size, architectural features, and general appearance of the proposal will not impair the orderly and harmonious development of the area, the present or future development therein, or the occupancy as a whole. TPM 2020-149 is consistent with the Subdivision Map Act and the City's Subdivision Ordinance. Findings to support the request have been included in both Resolution Nos. 4411 and 4412. Accordingly, staff recommends that the Planning Commission provide a recommendation of approval for the proposed project. A decision to approve this request may be supported by the findings contained within the attached Resolutions. DocuSigned by, DocuSigned by, �c SSiCu Q�Ud�AV � � �. In�i.Q,Q 44W 815 AASC8D70F417... ED45DA2623B54A5... Jessica Aguilar Justina L. Willkom Associate Planner Community Development Director Attachments: A. Location Map B. Land Use Fact Sheet C. Tentative Parcel Map 2020-149 -82:1547A.7;36893Ao-)A/(& $,(A#%&A$!'A,r+A,$&/#""'/'$ PC Report December 8, 2020 DR 2020-0005&SUB 2020-0002/TPM 2020-149 Page 10 D. Submitted Plans E. Tentative Parcel Map Comments F. Mitigated Negative Declaration Comments G. Resolution No. 4411 — Mitigated Negative Declaration Exhibit A of Resolution No. 4411: Drafted Initial Study/Mitigated Negative Declaration Exhibit B of Resolution No. 4411: Drafted Mitigation Monitoring and Reporting Program H. Resolution No. 4412 — DR 2020-0005 & SUB 2020-0002/TPM 2020-149 ATTACHMENT A LOCATION MAP 300-foot, 500-foot, 1,000-foot Radius Map r, t`.. 1000 feet 500 feet Juiiviaa J \ bp. 300 feet 146 I r « Nk^ tJ l J1 J . w F i � •_ a �• sae µ' LOCATION MAP 14451 MYFORD ROAD DR 2020-0005&SUB 2020-0002/TPM 2020-149 ATTACHMENT B LAND USE FACT SHEET LAND USE APPLICATION FACT SHEET 1. LAND USE APPLICATION NUMBER(S): DR 2020-0005 &SUB 2020-0002/TPM 2020-149 2. LOCATION: SOUTHWEST SIDE OF MYFORD ROAD (IRVINE INDUSTRIAL COMPLEX) 3. ADDRESS: 14451 MYFORD ROAD 4. APN: 432-473-20, 432-473-21, 432-473-35, and 432-473-36 5. PREVIOUS OR CONCURRENT APPLICATIONS RELATING TO THIS PROPERTY: CUP 76-18 (STORAGE TANK INSTALLATION), CUP 88-23/DR 88-52 (UTILITY SERVICE YARD CONSTRUCTION), CUP 88-23 AMENDMENT/DR 89-26 (DEVELOPMENT PLAN ALTERATION AUTHORIZATION), CUP 92-24 (SOIL REMEDIATION), DR 95-041 (MONOPOLE), CUP 99-004 (HEIGHT INCREASE TO WIRELESS FACILITY), CUP 00-29 (EQUIPMENT INSTALLATION FOR SOIL TREATMENT), CUP 2020-0008 (WIRELESS FACILITY RELOCATION) 6. SURROUNDING LAND USES AND ZONING DESIGNATIONS: NORTHWEST: PC-IND (PLANNED COMMUNITY INDUSTRIAL) NORTHEAST: OUTSIDE CITY LIMITS (IRVINE) SOUTHEAST: OUTSIDE CITY LIMITS (IRVINE) SOUTHWEST: PC-IND 7. SURROUNDING GENERAL PLAN DESIGNATIONS: NORTHWEST: PLANNED COMMUNITY COMMERCIAL/BUSINESS (PCCB) NORTHEAST: OUTSIDE CITY LIMITS (IRVINE) SOUTHEAST: OUTSIDE CITY LIMITS (IRVINE) SOUTHWEST: PCCB 8. SITE LAND USE: A. EXISTING: INDUSTRIAL PROPOSED: NO CHANGE B. ZONING: PC-IND PROPOSED: NO CHANGE C. GENERAL PLAN: PCCB PROPOSED: NO CHANGE DEVELOPMENT FACTS: 9. LOT AREA: 431,162 SQUARE FEET/9.9 ACRES PROPOSED 10. BUILDING AREA: 220,331 SQUARE FEET PROPOSED 11. FLOOR AREA RATIO: 0.6 : 1 MAX. PERMITTED 0.51 : 1 PROPOSED 12. LOT COVERAGE: 50% MAX PERMITTED 50% PROPOSED 13. PARKING: Parking Ratio Parking Spaces Required Office 1 space for every 250 38 spaces (9,500 square feet) square feet Warehousing 1 space for each 1,000 20 spaces for the first (210,831 square feet) square feet (first 20,000 20,000 square feet square feet) 1 space for every 2,000 10 spaces for the second square feet (second 20,000 20,000 square feet square feet) 1 space for every 4,000 43 spaces for square square feet (above first footage above 40,000 40,000 square feet) square feet Total Parking Required: 111 Spaces Total Parking Provided: 111 Spaces (196 Spaces could be accommodated on-site) 14. BUILDING HEIGHT: N/A MAX. PERMITTED 46 feet 6 inches PROPOSED 15. BUILDING SETBACKS: REQUIRED PROPOSED STREET/FRONT: 30 feet 30 feet (Newport Ave.) INTERIOR: 10 feet 132 feet & REAR: 0 feet 54 feet 16. TENANT IMPROVEMENTS: S07-112 (WALL SIGN), B2011-0026 (STORAGE TANK REPLACEMENT), C 2015-0018 AND C2016-0425 (CELL SITE MODIFICATION), P01-0190 (SPRINKLER RELOCATION), P06-376 (ALARM INSTALLATION), CO2-0332 (HIGH PILE STORAGE RACK), P06-0353 (SPRINKLER HEAD INSTALLATION, CO3-0082 (UNDERGROUND TANK REMOVAL), C09-0434 (ABOVE GROUND TANK REPLACEMENT), C06-0821 AND C07-0016 (OFFICE SPACE TI), E2013-0089 (SERVICE UPGRADE), C2013-0198 (NEW STORAGE AREA) 17. OTHER UNIQUE CONDITIONS ASSOCIATED TO THE PROPERTY(I.E. SPECIAL STUDY ZONES, EASEMENTS, ETC.): N/A ATTACHMENT C TENTATIVE PARCEL MAP 2020-149 cs ... ........ kme ogp�-4 111.1 E;shm lip n hilfifl 1 Th A 011011 A. 110,oi r o N Il LU 0 41 Lu rz 1dVd V ION IaVd V LON Z, 49 %olm 11 ZS ---------- 8 w 1N 9 Ill i 23 ❑ co 'N oma cop 0W jrrt z w CO o vju�— 4N 'a A44 HI cl� 0 ir 0 ir 0 4q- nq qE 21 M I I--. ; 4 1dVd V ION 1dVd V ION IgVd V:ION OE 31,41 Ing IP R In 1, jappok, 11 W I Z bag zj k Q R Ah4 i :qgm! I a poll 1b I m 09 qQ k. 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IM - "AU di o ---------------- ------------------------------ ---------------............---------- ---------------------------------------- Q E � u W J U. � � � 7, �r a p fr O ,0 8 co CO in 61 LL Vq Sia o � J n n � a a�g Z N o � O h RM —�� ---— �=_�,__ � I W p_ W � d 5 5 z Y o a J J Q -a - - - �� - Lim TTS _ s -- --- -- I a II s d a� i.�ro, Lit RQl(a �._._,., e..t c�,��ills"ISHWAS1. III alk: cW o Ili '� 14 Z '00.as ton I J-j n. SO I FT Z7,;il .......... 19 AN as ail 4�� 3 Je_•r Gia I� �,� ' .. h x \�..... m ���x.fig 4 leaf 70 A al- T 15 7m L pro. ah I III I III I III I III I III IV, Kri i33Hs a Jo a /s«r G R 22 — may „0 F z o m �w o0 00 m x x �o 0 W 0 � � a I —----- - 0a 41' 1I I LL LL - I � Y v I � — I � , U------------------ � ,\ v I � U - LLL L v \ \ I ATTACHMENT E TENTATIVE PARCEL MAP COMMENTS -4 OF 14 Q ~y0 Community Development cityofirvine.org A. City of Irvine, One Civic Center Plaza, P.O. Box 19575, Irvine, California 92623-9575 949-724-6000 December 1, 2020 Ms. Jessica Aguilar 300 Centennial Way Tustin, CA 92780 Email: JAguilar(a)-tustinca.org SUBJECT: SUBDIVISION 2020-0002/TENTATIVE PARCEL MAP (TPM NO.2020-149 AND REVIEW (DR) 2020-0005 FOR CITY OF TUSTIN; 14451 MYFORD ROAD Dear Ms. Aguilar: The City of Irvine is in receipt of a proposed parcel merger located at 14451 Myford Road in the City of Tustin. The merger consists of merging two adjacent lots into one (9.9 acres in total). The site consists of an existing 91,794 square foot industrial building. The project would demolish the existing building for the construction of a new 220,331 square foot industrial building. The project also proposes two full driveways off of Myford Road. The traffic study area includes several intersections and links within City of Irvine: Myford/Michelle, Myford/Walnut, Jamboree/Michelle, Jamboree/NB Walnut, Jamboree/SB Walnut and roadway segments in between. Staff has reviewed the project and has enclosed its comments. If you have any questions, please contact me at iequina(a)cityofirvine.orq. Thank you for the opportunity to review the project. Sin erely, Justin quina Associate Planner Cc: Kerwin Lau, Manager of Planning Services Marika Poynter, Principal Planner Farideh Lyons, Senior Transportation Analyst City of Irvine Enclosed Comments Subdivision 2020 — 0002/ Tentative Parcel Map No. 2020-149/ 14451 Myford Road 1. Provide a City of Irvine Transportation Design Procedures (TDPs) analysis for the left-turn and right-turn lane capacity (TDP-1 and TDP-4) for existing plus project traffic conditions based on the project trips distribution shown in Figure 4- 1 for intersections one through 5 (City of Irvine intersections). Project traffic for the TDP analysis shall be based on proposed project trips generated. Please refer to City of Irvine Transportation Design Procedures dated February 2007 online. 2. Provide a TDP-3 and TDP-14 analysis for the project driveways using the total number of a.m. and p.m. inbound and outbound traffic for the project as listed in Table 1 (NOT the difference in trips between existing and proposed land uses as shown in the queueing analysis in the report). Additionally, provide the truck peak hour activity queuing analysis since the truck length is much longer than the typical car length of 20'-25'. 3. Please provide a detailed description of the City of Tustin Vehicle Miles Traveled (VMT) screening for this project. Uni4lea School Distuict A Legacy of Excellence in Education 300 South C Street, Tustin, CA 92780-3695 • (714) 730-7301 • FAX(714) 731-5399 • www.tustin.k 12.ca.us December 1, 2020 City of Tustin Community Development Department 300 Centennial Way Tustin, CA 92780 Attn:Jessica Aguilar SUBJECT: Comments on Subdivision 2020-0002/Tentative Parcel Map No. 2020-149 and Design Review 2020-0005 Dear Ms. Aguilar- On behalf of the Tustin Unified School District (District), thank you for the opportunity to provide comments on Subdivision 2020-0002/Tentative Parcel Map No. 2020-149 and Design Review 2020-0005 (Project). The District offers the following comment on the Project: 1. Please note that commercial/industrial School Fees, levied pursuant to Education Code Section 17620 and Government Code 65995, will be applicable for the increased square footage from the building to be demolished and the new proposed square footage (a difference of 128,537 square feet). The fee will be based on the commercial/industrial fee per square foot that is in place at the time the building permit is obtained (currently$0.66 per square foot). Thank you again for the opportunity to provide comments on the Project. If you have any further questions, I can be reached at (714) 730-7515, Extension 50404. Sincerely, Tom Rizzuti Director, Facilities& Planning Cc: Sal Sanchez, Senior Director, Maintenance Operations& Facilities BOARD OF EDUCATION Jonathan Abelove • Tammie Bullard • Lynn Davis • James Laird Francine Scinto ATTACHMENT F MITIGATED NEGATIVE DECLARATION COMMENTS VIRE ORANGE COUNTY FIRE AUTHORITY P. ❑.Boa 57115,Irvine,CA 92619-7115 .1 Fire Authority Road,Irvine,CA 92602-0125 Brian F'eunessy,Fire Chief (714) 573-6000 www.ocfa.org November 25, 2420 City of Tustin Corni-nunity,Development Dept. 300 Centennial WO , Tustin, CA 927817 Contact: .lessica Aguilar Subject: Notice of Intent to Adopt a 11iliticated ticgative Dectaration— Myford Industrial Warehouse Project Dear Jessica Aguilar; Thank you for the opportunity to review the subject document. The Orange County Fire Authority(OCFA)provides fire protection and emergency medical services response to 23 cities in Orange County and all uninLOrl)orated areas. The OCFA operates 77 fire stali«ns throughout Orange County, three within the `t tlstin, which includes the project area. Services include: structural fire protection, ernergenc:y medical and rescue services, education and hacardous material response. OCFA also participates in disaster planning as it relates to emcrgcncy operations, which includes high oCcupant areas and school sites and may participate in Comiriunity disctsterdrills planned by others.ResourCew Ire deployed based upon a regional service delivery system. assigning personnel and equipment to emer�cncy incidents % ithout retard tO julisdicdonal boundaries. The equipment used by the department leis the versatility to respond to both urban and wildland emergency conditions. The 1,01lrtwing are our comments: We believe this pro.I.ect k ill have Less Than Significant Impact with the following MCLISures: • The project is subject to review by the City and the OCFA for various construction document plan checks for the applicable fire life safety codes and regulations. The project will be subject to the current editions of the California Building Code (CBC), California Fire Code (CFC), and related codes, ■ StMCttlITS of this size and occupancy are required to have automatic fire sprinkler system4 designcd per N FPA 13 as required in the current CBC, CFC. • A water supply systern to supply fire hydrants and automatic fire sprinkler systems is rcquircd. Fire flaw and hydrant spacing shall meet the minimums identified ill the codcs. Please rel-er to-) the CFC Appendix section. These tables are also located in OCFA Guideline B09, Att,lchi-nent 23. y'n in_'ill: U,l>:rel .:[i,,I ViciI,• Ii,1 11,1 fail.•( vpILti,• D;]n;I pw?It f ja I dc I)(iwv • II-vin 1itL--m l I fiIL••1-.ipnLi Niguel• L.agmia Woods I–L. ,:i,i_a. • [_o P,.ilinci• Leis:11 iiuil,-, •Mi:,,i,n 1 i_i,•R;in, tri ;iirl t hl it�:.i it it•521)(:t-Icn[c•Smi{will f aPistrano•Santa Aim Sial K;i_h•.`n;ini,m• I iniii;• Vill,i P:!rl. 1140111 in l_r 1;'11'11 I-irnlu 'anJ I.Ili nr.;rhnrn':ril Arc.;,,,I Change Cauniy KI S1 I IAI.'L;1`10 , KI TICS ;01)SMOKE':ALARMS SAN I: 1J r:5 Jessica Aguilar November 25, 2024 Page 2 ■ 1'Irc depat'tillent access shal I be 1)i-ovided all around the buildings. ■ It is unlawful to OCCUJ)y any portions o this building until City building department and OCFA have conducted final inspection and sign off. * Impact: Project incivase.s population and can potentially increase workload. All projects are cumulative and OCFA uses a fair share approach to relitigate fire service response impacts and f3cility/equipment needs. o Mitigation: Particip-Itte e ith the Cite of Tustin through developer agreements for future fire tacility miti+cration. In addition, we would like to point out that all standard conditions with regard to development, including water supply, built in fire protection systems, road grades and width, access, building,matc:nals, and the like will be applied to this project at the tune of plan submittal. Thank you for providing us with this information. Please contact me at 714-573-6253 if you have any qucstic-+ns. Sncerel Rob istaso PE Fire Safety Engineer Planning and Development robertdistasoAocfa.org www.ocfa.or� ATTACHMENT G RESOLUTION NO. 4411 - MITIGATED NEGATIVE DECLARATION • EXHIBIT A OF RESOLUTION NO. 4411 : DRAFTED INITIAL STUDY/MITIGATED NEGATIVE DECLARATION • EXHIBIT B OF RESOLUTION NO. 4411 : DRAFTED MITIGATION MONITORING AND REPORTING PROGRAM RESOLUTION NO. 4411 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF TUSTIN, CALIFORNIA, ADOPTING THE MITIGATED NEGATIVE DECLARATION FOR DESIGN REVIEW 2020-0005 AND SUBDIVISION 2020- 0002/TENTATIVE PARCEL MAP 2020-149 AUTHORIZING THE MERGER OF TWO ADJACENT LOTS INTO ONE 9.9- ACRE PARCEL AND THE DEVELOPMENT OF A NEW 220,331-SQUARE-FOOT INDUSTRIAL WAREHOUSE FACILITY LOCATED AT 14451 MYFORD ROAD. The Planning Commission does hereby resolve as follows: I. The Planning Commission finds and determines as follows: A. That the proposed amendment is considered a"project" subject to the terms of the California Environmental Quality Act ("CEQA") (Public Resources Code §21000 et. seq.); B. That the City of Tustin prepared an Initial Study to evaluate the potential environmental impacts associated with Design Review(DR) 2020-0005 and Subdivision (SUB) 2020-0002/Tentative Parcel Map (TPM) 2020-149 that concluded that potential impacts are at a level of insignificance and a Draft Mitigated Negative Declaration was prepared. The Draft Mitigated Negative Declaration was made available for public review; C. That a Notice of Intent to Adopt a Mitigated Negative Declaration was filed with the Clerk for the County of Orange for posting, and provided to members of the public using a method permitted under CEQA Guidelines Section 15072(b). The Initial Study and Draft Mitigated Negative Declaration were made available for a 20-day public review and comment period from November 17, 2020, to December 7, 2020, in compliance with Sections 15072 and 15105 of the State CEQA Guidelines; and D. That the Planning Commission conducted a duly noticed public hearing on December 8, 2020, to consider the Initial Study, proposed Mitigated Negative Declaration along with its Mitigation Monitoring and Reporting Program, DR 2020-0005, and SUB 2020-0002/TPM 2020-149 at which hearing members of the public were afforded an opportunity to comment upon the project. II. The Planning Commission hereby adopts the Mitigated Negative Declaration attached hereto as Exhibit A and its Mitigation Monitoring and Reporting Program attached hereto as Exhibit B or DR 2020-0005, and SUB 2020-0002/TPM 2020- 149 relating to a new industrial warehouse facility located at 14451 Myford Road. Resolution No. 4411 Page 2 PASSED AND ADOPTED by the Planning Commission of the City of Tustin at a regular meeting on the 8th day of December, 2020. AMY MASON Chairperson JUSTINA L. WILLKOM Planning Commission Secretary STATE OF CALIFORNIA ) COUNTY OF ORANGE ) City of Tustin ) I, Justina L. Willkom, the undersigned, hereby certify that I am the Planning Commission Secretary of the City of Tustin, California, that Resolution No. 4411 was duly passed and adopted at a regular meeting of the Tustin Planning Commission, held on the 8th day of December, 2020. PLANNING COMMISSIONER AYES: PLANNING COMMISSIONER NOES: PLANNING COMMISSIONER ABSTAINED: PLANNING COMMISSIONER ABSENT: JUSTINA L. WILLKOM Planning Commission Secretary I City of Tustin 14451 Myford Road Project Initial Study/Mitigated Negative Declaration November 2020 Prepared For: Cityof Tustin, Lead Agency 300 Centennial Way Tustin,CA 92780 Prepared By: Kimley-Horn and Associates, Inc. 401 B Street,Suite 600 San Diego,CA 92101 Kirnley �))Horn 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration Table of Contents 1.0 INTRODUCTION& PURPOSE OF THE INITIAL STUDY/MITIGATED NEGATIVE DECLARATION .. 1 1.1 Purpose and Scope of the Initial Study ...................................................................... 1 1.2 Summary of Findings .............................................................................................. 1 1.3 Initial Study Public Review Process ........................................................................... 1 1.4 Report Organization............................................................................................... 2 2.0 DESCRIPTION OF PROPOSED PROJECT............................................................................ 3 2.1 Location, Setting, Proposed Project .......................................................................... 3 2.2 Proposed Project ................................................................................................... 3 3.0 INITIAL STUDY CHECKLIST............................................................................................15 Environmental Factors Potentially Affected ....................................................................18 4.0 ENVIRONMENTAL ANALYSIS........................................................................................19 Aesthetics.........................................................................................................................19 Agriculture and Forestry Resources......................................................................................23 AirQuality........................................................................................................................26 Biological Resources...........................................................................................................42 CulturalResources.............................................................................................................45 Energy..............................................................................................................................50 Geologyand Soils...............................................................................................................56 Greenhouse Gas Emissions..................................................................................................65 Hazards and Hazardous Materials ........................................................................................74 Hydrology and Water Quality ..............................................................................................83 LandUse and Planning........................................................................................................88 MineralResources.............................................................................................................90 Noise...............................................................................................................................91 Populationand Housing......................................................................................................95 PublicServices...................................................................................................................97 Recreation......................................................................................................................100 Transportation................................................................................................................101 Tribal Cultural Resources ..................................................................................................125 Utilities And Service Systems.............................................................................................127 Wildfire..........................................................................................................................131 Mandatory Findings of Significance ....................................................................................134 5.0 REFERENCES............................................................................................................136 November 2020 Page i 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration Ta bles Table 1: Project Building Summary..............................................................................................4 Table 2: Project Parking Summary............................................................................................... 4 Table 3: Other Permits and Approvals.........................................................................................16 Table 4:Ambient Air Quality Data..............................................................................................28 Table 5: Construction-Related Emissions (Maximum Pounds Per Day)............................................31 Table 6: Long-Term Operational Emissions (Maximum Pounds Per Day)..........................................33 Table 7: Equipment-Specific Grading Rates..................................................................................36 Table 8: Localized Significance of Construction Emissions (Maximum Pounds Per Day).....................36 Table 9: Localized Significance of Operational Emissions (Maximum Pounds Per Day) ......................37 Table 10: Construction-Related Greenhouse Gas Emissions...........................................................65 Table 11: Project Greenhouse Gas Emissions ...............................................................................66 Table 12: Regional Transportation Plan/Sustainable Communities Strategy Consistency...................68 Table 13: Project Consistency with Applicable CARB Scoping Plan Measures ...................................69 Table 14: Level of Service Ranges.............................................................................................103 Table 15: Existing Conditions Intersection LOS Summary.............................................................106 Table 16: Existing Conditions Roadway Segment LOS Summary ...................................................106 Table 17:Trip Generation Summary.........................................................................................108 Table 18: Existing with Project Conditions Intersection LOS Summary...........................................110 Table 19: Existing with Project Conditions Roadway Segment LOS Summary.................................111 Table 20: Opening Year(2021)Conditions Intersection LOS Summary...........................................112 Table 21: Opening Year(2021)Conditions Roadway Segment LOS Summary.................................113 Table 22: Opening Year(2021)with Project Conditions Intersection LOS Summary ........................115 Table 23: Opening Year(2021)with Project Conditions Roadway Segment LOS Summary...............116 Table 24: Horizon Year(2040)Conditions Intersection LOS Summary...........................................118 Table 25: Horizon Year (2040)Conditions Roadway Segment LOS Summary..................................119 Table 26: Horizon Year(2040)with Project Conditions Intersection LOS Summary .........................120 Table 27: Horizon Year(2040)with Project Conditions Roadway Segment LOS Summary................122 Figures Figure 1: Regional Location Map ................................................................................................. 9 Figure 2: Project Vicinity Map....................................................................................................10 Figure3: Site Plan.....................................................................................................................11 Figure 4: Conceptual Elevations .................................................................................................12 Figure 5: Conceptual Landscape Plan..........................................................................................13 November 2020 Page ii 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration Appendices AppendixA Air Quality Assessment AppendixB Geotechnical Investigation AppendixC Greenhouse Gas Emissions Assessment Appendix!) Phasel Environmental Site Assessment and Soil Vapor Assessment AppendixE Hydrology Study AppendixF Preliminary Water Quality Management Plan AppendixG Transportation Impact Analysis November 2020 Page iii 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration This page intentionally left blank. November 2020 Page iv 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration 1.0 INTRODUCTION & PURPOSE OFTHE INITIAL STUDY/MITIGATED NEGATIVE DECLARATION 1.1 Purpose and Scope of the Initial Study In accordance with the California Environmental Quality Act (CEQA) (California Public Resources Code [PRC] Section 21000 et seq.) and its Guidelines (California Code of Regulations [CCR], Title 14, Section 15000 et seq.), this Initial Study has been prepared to evaluate the potential environmental effects associated with the construction and operation of the 14451 Myford Road project (proposed project). Pursuant to Section 15367 of the State CEQA Guidelines, the City of Tustin (City) is the lead agency for the project. The lead agency is the public agency that has the principal responsibility for carrying out or approving a project. As set forth in the State CEQA Guidelines Section 15070, an Initial Study leading to a Mitigated Negative Declaration (IS/MND) can be prepared when the Initial Study has identified potentially significant environmental impacts, but revisions have been made to a project, prior to public review of the Initial Study, that would avoid or mitigate the impacts to a level considered less than significant; and there is no substantial evidence in light of the whole record before the public agency that the project,as revised, may have a significant effecton the environment. 1.2 Summaryof Findings Section 3.0 of this document contains the Environmental Checklist that was prepared for the proposed project pursuant to CEQA requirements. The Environmental Checklist indicates that the proposed project would not result in significant impacts with the implementation of mitigation measures,as identified where applicable throughout this document. 1.3 Initial Study Public Review Process The Initial Study and a Notice of Intent (NOI) to adopt an MND will be distributed to responsible and trustee agencies, other affected agencies, and other parties for a 20-day public review period. Written comments regarding this MND should be addressed to: Jessica Aguilar Associate Planner City of Tustin Phone:(714) 573-3149 Email: JAguilar@tustinca.org 300 Centennial Way Tustin, CA 92780 November 2020 Page 1 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration After the 20-day review period, comments raised during the public review period will be considered and addressed prior to adoption of the MND by the City. 1.4 Report Organization This document has been organized into the following sections: Section 1.0— Introduction & Purpose of the Initial Study/Mitigated Negative Declaration.This section provides an introduction and overview describing the conclusions of the Initial Study. Section 2.0— Description of Proposed Project. This section identifies key project characteristics and includes a list of anticipated discretionary actions. Section 3.0— Initial Study Checklist. The Environmental Checklist Form provides an overview of the potential impacts that mayor may not result from project implementation. Section 4.0 — Environmental Analysis. This section contains an analysis of environmental impacts identified in the Environmental Checklist Form. Section 5.0 — References.The section identifies resources used to prepare the Initial Study. November 2020 Page 2 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration 2.0 DESCRIPTION OF PROPOSED PROJECT 2.1 Location, Setting, Proposed Project PROJECT LOCATI O N The 14451 Myford Road development is located in the City of Tustin (City) south of Interstate 5 (1-5), southeast of State Route 55 (SR 55), and northwest of State Route 261 (SR 261), as depicted in Figure 1, Regional Location Map. The overall project site is located on approximately 9.9 acres on the west side of Myford Road between Walnut Avenue and Michelle Drive, as depicted in Figure 2, Project Vicinity Map. PROJECTSETTING The project site is located in an infill industrial and commercial area. The project site is surrounded on all sides by existing commercial and industrial properties. EXISTING GENERAL PLAN LAND USE AN D ZONING DESIGNATIONS The City's General Plan land use designation for the project site is Planned Community Commercial/Business (PCCB). The current zoningforthe parcel is Planned Community Industrial (PC IND). 2.2 Proposed Project The proposed 14451 Myford Road project (proposed project) is comprised of one warehouse distribution building totaling approximately 220,331 square feet with office space, parking, and landscaping on approximately 9.9 net acres as shown in Figure 3: Site Plan; Figure 4:Conceptual Elevations; Figure 5: Conceptual Landscape Plan; and Table 1: Project Building Summary, below. To be conservative, the technical studies prepared for this Project analyzed a 220,354 sf building, which is 23 square feet more than the 220,331 sf building shown in Figure 3. Therefore, in some cases the Initial Study and technical analyses likely overestimate the environmental impacts of the Project that will be constructed substantially consistent with Figure 3. The warehouse distribution building is currently planned as a "speculative building."Therefore, the future tenant(s) or buyer(s) of the building are not currently known. Without knowing the future tenants)or buyer(s),an exact number of future employees or hours of operation cannot be determined. Therefore, this Initial Study and associated technical reports use approximate potential on-site employees, hours of operation, and vehicular traffic generation based on the project's proposed square footage and use as a warehouse distribution facility. In an abundance of caution, this Initial Study and the associated technical reports have assumed uses and intensities that may be greater than what will actually be built out or put into operation, resulting in a possible conservative/worst-case estimation of impacts. The Transportation November 2020 Page 3 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration Impact Analysis (Appendix G) , Air Quality Assessment (Appendix A), and Greenhouse Gas Emissions Assessment (Appendix C) prepared for the Project rely on the latest ITE traffic rates, which are based entirely on the building square footage and proposed use, and do not include a specific numberof dock door positions. The proposed project would also require discretionary approval from the City for Design Review (DR) 2020-0005, Subdivision (SUB) No. 2020-0002/Tentative Parcel Map No. 2020-149. Table 1: Project Building Summary Building Site Office Office Warehouse Total Dock Landscaping Landscaping (sf) 1StFloor(sf) 2nd Floor(sf) (sf) Building(sf) Doors (sf) (%of site) Total 431,162 4,750 4,750 210,831 220,331 47 39,084 9.1% ACCESS AND PARKING Vehicular access provisions for the project site would consist of two full-movement driveways on Myford Road. Passenger vehicles and trucks would have the option to access the project site via either of the project driveways. Both project driveways would be unsignalized. Parking for automobiles, including standard, accessible, and electrical vehicle (EV) ready stalls, would be provided in accordance with applicable code requirements. Automobile and trailer parking details, including parking requirements, are provided in Table 2: Project Parking Summary, below. Table 2: Project Parking Summary Electrical Standard Auto Accessible Total Auto Total Auto Vehicle Ready Clear Air Van Building Parking Stalls Parking Stalls Parking Parking Parking Stalls Pool Provided Provided Provided Provided Required Building 85 5 10 11 111* 111 Note: *The proposed project site plan (Figure 3) does not include any auto parking within either truck court, in order to ensure efficient circulation for trucks. However, there are no restrictions within either the (1) development standards of the Planned Community Industrial (PC-IND) zoning district or (2) applicable City municipal code sections which prohibit auto parking stalls in the truck courts. If auto parking stalls were added in the truck court, the total auto parking stall count would increase by an additional eighty five(85) stalls,resulting in a revised total auto parking stall count for the proposed project of one hundred and ninety six(196). LANDSCAPING As shown in Figure 5, proposed landscaping would cover approximately 39,084 square feet of the site, which equates to approximately 9.1 percent of the site area. Landscaping would be installed in all areas not devoted to buildings, parking, traffic and specific user requirements, in accordance with the Irvine Industrial Complex Planned Community Regulations, which specify landscape design guidelines. The development standards set forth therein require the entire building setback be landscaped. November 2020 Page 4 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration CONSTRUCTION AND PHASING Construction of the proposed project is expected to commence in January 2021 with construction duration of approximately 11.5 months (inclusive of approximately 2.5 months to demolish the existing +/-92,000 square foot industrial building) and will be completed in one phase. Total grading for the proposed project is estimated to require ±22,235 cubic yards (cy) of cut and ±22,214 cy of fill; earthwork will balance on-site with a minimal required export of approximately 21 cy. EXISTING PROJECTSITE The project site is located on Assessor Parcel Nos. (APNs) 432-473-20, 432-473-21, 432-473-35, and 432-473-36. The project site is currently improved with an existing ±92,000 square foot industrial building, ancillary auto parking lot, and existing cellular tower. There is existing utilities (water, sewer, electricity, gas) to the project site. REQUIREDPERMITS The City of Tustin is the Lead Agency under CEQA and is responsible for reviewing and approving this Initial Study. As part of the proposed project's implementation, the City will also consider the following discretionary approvals: ■ Design Review (DR) ■ Tentative Parcel Map (TPM) Additional permits will be required for the proposed project which will include but not be limited to: the issuance of a demolition permit, encroachment permits for modified driveways, grading permits, building permits, and permits for new utility connections. These additional permits are considered ministerial, and thus the issuance of these permits would not trigger the need to further comply with CEQA/discretionary permits or approvals. Also, development of the proposed project does not require the issuance of any additional discretionary permits from any otherfederal, state,or local agencies. PROJECT DESIGN FEATURES Project Design Features (PDFs) are a list of construction features or produced documents/plans being preemptively incorporated into the development of the 14451 Myford Road project by the Applicant, independent of any (1) conditions of approval required by the City or (2) mitigation measures included in the Mitigation Monitoring & Reporting Program (MMRP) required to mitigate any project-specific impacts to a less than significant level. These PDFs are included in order to ensure a safe and successful project upon completion. The proposed project includes the following Project Design features: AQ-A: Prior to the issuance of grading permits, the City Engineer shall confirm that the Grading Plan, Building Plans and Specifications require all construction contractors to November 2020 Page 5 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration comply with South Coast Air Quality Management District's (SCAQMD's) Rules 402 and 403 to minimize construction emissions of dust and particulates. The measures include, but are not limited to, the following: ■ Portions of a graded construction site to remain inactive longer than a period of three months will be seeded and watered until grass cover is grown or otherwise stabilized. ■ All on-site roads will be paved as soon as feasible or watered periodically or chemically stabilized. ■ All material transported off site will be either sufficiently watered or securely covered to prevent excessive amounts of dust. ■ The area disturbed by clearing, grading, earthmoving, or excavation operations will be minimized at all times. ■ Where vehicles leave a construction site and enter adjacent public streets, the streets will be swept daily or washed down at the end of the work day to remove soil tracked onto the paved surface adjacent to the site. AQ-B: The Applicant shall require by contract specifications that the interior and exterior architectural coatings (paint and primer including parking lot paint) products used would comply with SCAQMD Rule 1113 which requires building envelope coatings to have a volatile organic compound rating of 50 grams per liter or less. GEO-A: Incorporate geotechnical recommendations included in the Geotechnical Investigation prepared for the project by Geotechnical Professionals (September 2019) into design and construction of the project site. HAZ-A: Prior to issuance of a demolition permit of the on-site structures, all asbestos and lead based paint (LBP) containing building materials shall be removed or stabilized in accordance with applicable Federal and State regulations. HAZ-B: A "passive" ventilation layer and a composite barrier layer shall be incorporated into the design and construction of the planned building. The ventilation and barrier layers should underlie the entire footprint of the planned warehouse and, from the bottom up, should include the following: ■ A minimum 2 inches of sand bedding with embedded "flat pipe" ventilation pipes connected to vertical risers inside the warehouse walls. ■ A 20-mil geomembrane of high-performance polyethylene containing an ethylene vinyl alcohol (EVOH) layer. ■ At least 40 mil of spray-applied Liquid Boot°-type barrier material, for a combined minimum barrier thickness of 60 mil. ■ A layer of heavy-duty nonwoven geotextile to protect the underlying vapor barrier during placement of the building floor slab. November 2020 Page 6 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration The passive ventilation layer shall be designed and installed in such away that it can, if necessary, be made "active" at a later date by adding in-line fans, such as those used in radon applications, to the vertical riser pipes inside the warehouse. HAZ-C: A Soil Management Plan (SMP) shall be prepared to address residual soil contamination on the project site during construction activities. November 2020 Page 7 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration This page intentionally left blank. November 2020 Page 8 a 115. i r Y W "IF U :� I l`J U a W L) S Fr pp IP H L J LJ o 4k iD Ou �;R erg eo.uaW �g �7 7� ", G y �d Holt AIA a m C J q � ri Pt-oq :l.Ave vprpa SE = h � h{T-nn Ave � -_.— a�..s.,. �v':_ ��,a �� � s� x, [nG'7► ID �� u� c Al s �� x m Ij 90 CL i &y.fid A,. 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'- IIa IA ,sl �ti ,11 N OL t U fill 1111 ° Jig ,1 f^ \ Q) Q) W U Q� MI MI II II � C 0 -0 ry Y 7 -2 v W i :i i 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration This page intentionally left blank. November 2020 Page 14 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration 3.0 INITIAL STUDY CHECKLIST 1. Project title: 14451 Myford Road Project 2. Lead agency name and address: City of Tustin 300 Centennial Way Tustin, CA 92780 3. Contact person and phone number: Jessica Aguilar, Associate Planner (714) 573-3149 4. Project location: The project site is in the City of Tustin, in Orange County, approximately 0.3 miles west of SR 261 and approximately 0.7 miles west of the 1-5 freeway. The City of Irvine is located directly east of the project site across Myford Road. The project site is currently improved with an existing ±92,000 square foot industrial building, ancillary auto parking lot, and existing cellular tower.(APNs)432-473-20,432-473-21,432-473-35,and 432-473-36. 5. Project applicant's/sponsor's name and address: Michael Sizemore c/o B8 Myford Industrial Owner LLC 2442 Dupont Drive Irvine, CA 92612 6. General Plan designation: Current: Planned Community Commercial/Business (PCCB) Proposed: No change. 7. Zoning designation: Current: Planned Community Industrial (PC IND) Project Proposes: No change. November 2020 Page 15 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration 8. Other public agencies whose approval is required: Table 3: Other Permits and Approvals Agency Permit or Approval Tustin Building Division Demolition Permits,Grading Permits,Building Permits. Tustin Planning Commission Tentative Parcel Map(TPM)approval,Design Review(DR)approval, and Mitigated Negative Declaration (MND)approval. Tustin Engineering Division Encroachment Permits,Storm Drain Connection Approval,Final Parcel Map approval. Building Plan check and approval.Review for compliance with 2019 Fire Protection District California Fire Code,2019 California Building Code,California Health &Safety Code and Tustin Municipal Code.Plansfor fire detection and alarm systems,and automatic sprinklers. Irvine Ranch Water District Letter of auth orization/con sent for proposed improvements to (IRWD) provide water supplyconnection and sewerconnection to new development. Southern California Edison Letter of auth orization/con sent for proposed improvementsto Company(SCE) provide electrical supply connectionto newdevelopment. 9. Project summary: The proposed warehouse distribution project consists of a one-story concrete tilt-up warehouse distribution building of approximately 220,331 square feet on approximately 9.9 acres of land. The warehouse project would include approximately 9,500-square feet of two-story office uses, with associated facilities and improvements such as a perimeter fencing, parking, on-site and perimeter landscaping, lighting, and exterior sidewalks. The project is described in greater detail in Section 2.0, Description of the Proposed Project, of this Initial Study. 10. Have California Native American tribes traditionally and culturally affiliated with the project area requested consultation pursuant to PRC Section 21080.3.1? If so, is there a plan for consultation that includes, for example, the determination of significance of impacts to tribal cultural resources, procedures regarding confidentiality,etc.? NOTE:Conducting consultation early in the CEQA process allows tribal governments,lead agen cies, andproject proponents to discuss the level of environmental review,identifyandaddresspotentialadverse impacts to tribal cultural resources,and reduce the potential fordelay and conflict in the environmental reviewp rocess. (See PRC Section 21080.3.2.)Information may also be available from the California Nati veAmerican Heritage Commission's (NAHC) Sacred Lands File per PRC Section 5097.96 and the California Historical Resources Information System administered by the California Office of Historic Preservation.Please alsonote that PRCSection 21082.3(c)contains provisions specific to confidentiality. November 2020 Page 16 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration The City has begun the Assembly Bill (AB) 52 tribal consultation. On August 21, 2020, the City initiated tribal consultation with interested California Native American tribes consistent with AB52. The City requested consultation from the following tribes: 1. Campo Band of Diegueno Mission Indians 2. Ewiiaapaayp Band of Kumeyaay Indians 3. Gabrieleno Band of Mission Indians— Kizh Nation 4. Gabrieleno/Tongva San Gabriel Band of Mission Indians 5. Gabrielino/Tongva Nation 6. Gabrielino Tongva Indians of California Tribal Council 7. Gabrielino-Tongva Tribe 8. Juaneno Band of Missions Indians, Acjachemen Nation — Belardes 9. La Posta Band of Diegueno Mission Indians 10. Manzanita Band of Kumeyaay Nation 11. Mesa Grande Band of Diegueno Mission Indians 12. Pala Band of Mission Indians 13. Santa Rosa Band of Cahuilla Indians 14. Soboba Band of Luiseno Indians 15. Sycuan Band of the Kumeyaay Nation The Juaneno Band of Mission Indians, Acjachemen Nation — Belardes and the Gabrieleno Band of Mission Indians-Kizh Nation responded to the City's letter and requested consultation and specific mitigation measures, as shown in Section 4.18, Tribal Cultural Resources. The balance of the consulted tribes did not respond. Refer to Section 4.18, Tribal Cultural Resources of this document for additional information. November 2020 Page 17 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration Environmental Factors PotentiallyAffected The environmental factors checked below would be potentially affected by this project, involving at least one impact that is a "Potentially Significant Impact" as indicated by the checklist on the following pages. ❑ Aesthetics ❑ Greenhouse Gas Emissions ❑ Public Services ❑ Agricultural and Forestry ❑ Hazards&Hazardous ❑ Recreation Resources Materials ❑ Transportation ❑ Air Quality ❑ Hydrology/Water Quality ER Tribal Cultural Resources ❑ Biological Resources ❑ Land Use/Planning ❑ Utilities/Service Systems Cultural Resources ❑ Mineral Resources ❑ Wildfire ❑ Energy ❑ Noise ❑ Mandatory Findings of Geology/Soils ❑ Population/Housing Significance DETERMINATION: On the basis of this initial evaluation (check one): ❑ I find that the proposed project COULD NOT have a significant effect on the environment, and a NEGATIVE DECLARATION will be prepared. I find that although the proposed project could have a significant effect on the environment, there will not be a significant effect in this case because revisions in the project have been made by or agreed to by the project proponent. A MITIGATED NEGATIVE DECLARATION will be prepared. ❑ I find that the proposed project MAY have a significant effect on the environment, and an ENVIRONMENTAL IMPACT REPORT is required. ❑ I find that the proposed project MAY have a "potentially significant impact" or "potentially significant unless mitigated" impact on the environment, but at least one effect 1) has been adequately analyzed in an earlier document pursuant to applicable legal standards, and 2) has been addressed by mitigation measures based on the earlier analysis as described on attached sheets.An ENVIRONMENTAL IMPACT REPORT is required, but it must analyze only the effects that remain to be addressed. ❑ I find that although the proposed project could have a significant effect on the environment, because all potentially significant effects (a) have been analyzed adequately in an earlier EIR or NEGATIVE DECLARATION pursuant to applicable standards, and (b) have been avoided or mitigated pursuant to that earlier ElRor NEGATIVE DECLARATION, including revisions or mitigation measures that are imposed upon the proposed project, nothing further is required. CERTIFICATION: Signature Date November 2020 Page 18 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration 4.0 ENVIRONMENTAL ANALYSIS AESTHETICS Potentially Significant Potentially Unless Less Than ENVIRONMENTAL IMPACTS Significant Mitigation Significant No Issues Issues Incorporated Impact Impact 1. AESTHETICS.Except as provided in Public Resources Code Section 21099,wouldthe project: a) Have a substantial adverse effect on a scenic vista? X b) Substantially damage scenic resources,including but not limited to trees,rock outcroppings,and historic buildings X within a state scenic highway? c) In non-urbanized areas,substantially degrade the existingvisual character orqualityof public views ofthe site and its surroundings?(Publicviewsare those that are experienced from publicly accessible vantage point). X If the project is in an urbanized area,would the project conflictwith applicable zoning and other regulations governingscenic quality? d) Create a new source of substantial light or glare which would adversely affect day or nighttime views in the X area? Regional Context The City of Tustin is in central Orange County (County). The City is located on both the coastal plain and in the Santiago Foothills. 1-5 bisects the City into north and south; and the SR 55 divides the westerly portion of the City. The City is comprised of commercial, industrial, and residential developments and encompasses approximately 11.08 square miles, including the City's Sphere of Influence (SOI). Of this land area, 11,145 acres (3,954 acres in the SOI) are designated for industrial uses. Tustin is bordered by the City of Orange and unincorporated County of Orange areas to the north; the City of Irvine to the south; the City of Irvine and unincorporated County of Orange territory to the east; and the City of Santa Ana to the west. Project Site The site is consists of two lots fronting onto Myford Road and is surrounded by existing development. The southernmost lot features an industrial building with a footprint of approximately ±92,000 square feet and the northernmost is an employee parking lot and an existing cellular tower. Onsite vegetation consists of landscaped ornamental vegetation found on the perimeter of the site and along the parking aisles. No natural habitats exist on-site. November 2020 Page 19 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration Scenic Views Under CEQA, a scenic vista is defined as a viewpoint that provides expansive views of a highly- valued landscape for the benefit of the public. The General Plan does not officially designate any scenic vistas near the project site. A wide variety of natural and open space resources are found in Tustin due to its location on both the coastal plain and in the Santiago Foothills. Views of the Pacific Coast and Saddleback Mountains are visible from hillside areas. Scenic Resources within Scenic Highways Scenic highways and routes are a unique component of the circulation system as they traverse areas of unusual scenic or aesthetic value. The purpose of the California Scenic Highway Program, which was established in 1963, is to "Preserve and protect scenic highway corridors from change which would diminish the aesthetic value of lands adjacent to highways." This program provides guidance for signage, aesthetics, grading, and screening to help maintain the scenic value of the roadway. No highways within the City are eligible or officially designated state or county scenic highways. The closest County designated scenic highway is a portion of Newport Avenue that is four miles north of the project site and is designated as a viewshed corridor within the County's Scenic Highway Plan.' Therefore, the provisions of the California Scenic Highway Program do not apply. gave a substantial adverse effect on a scenic vista? Less Than Significant Impact. The project site is located approximately four miles west of the Santa Ana Mountains and approximately 13 miles south of the San Gabriel Mountains. Additionally, the project site is surrounded by industrial developments; the closest residential uses are located approximately 1,600 feet (0.30 miles to the northwest. Therefore, the project would not compromise the viewsheds of residential viewsheds in the vicinity. Because of the vast distance to prominent scenic features in the area and the lack of impact to residential viewsheds, impacts associated with scenic vistas would be less than significant. b) Substantially damage scenic resources, including but not limited to trees, rock outcroppings, and historic buildings within a state scenic highway? No Impact. As described above, no highways within the City are eligible or officially designated state or county scenic highways. The closest Officially Designated State or County Scenic Highway is a portion of Newport Avenue four miles north of the project site that is designated as a viewshed corridor within the County's Scenic Highway Plan. County of Orange.(2005).Scenic Highway Plan.Retrieved from https://www.ocpublicworks.com/civicax/filebank/blobdload.aspx?blobid=8588. Accessed September 10,2020. November 2020 Page 20 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration Therefore, the proposed project would not substantially damage scenic resources within a State Scenic Highway. No impact would occur. c) In non-urbanized areas, substantially degrade the existing visual character or quality of public views of the site and its surroundings?(Public views are those that are experienced from publicly accessible vantage point). If the project is in an urbanized area, would the project conflict with applicable zoning and other regulations governing scenic quality? No Impact. The Project site is located in an urbanized area consisting of predominately industrial and commercial uses. The project site consists of an existing industrial building, ancillary auto parking lot, and existing cellular tower. The site is surrounded by industrial developments and no residential dwelling units exist on-site or in the vicinity. The project would replace the existing industrial building with a warehouse distribution building. The visual character of the site would change slightly due to the increased height, size, and siting of the proposed warehouse distribution building; however, as discussed in Section 4.11, Land Use and Planning, the Project would be consistent with the land use and zoning identified for the site. Further, the project would be consistent with the Irvine Community Complex District Regulations which provide standards for site density, setbacks, building height, landscaping, and other features related to the character of the project. Accordingly, the change in visual character would be consistent with the applicable zoning and other regulations governing scenic quality No impact would occur. d) Create a new source of substantial light or glare which would adversely affect day or nighttime views in the area? Less Than Significant Impact. Existing sources of light and glare in the immediate project area include street lights and outdoor safety and security lighting associated with adjacent developments. Short-Term Construction Impacts In accordance with Section 4617(e) of the City's Municipal Code, project construction activity would be limited to the hours of 7:00 AM to 6:00 PM Monday through Friday and 9:00 AM to 5:00 PM Saturdays, excluding city observed federal holidays (unless otherwise approved by the City of Tustin), and nighttime lighting would not be required until the project is operational. Therefore, no short-term impacts associated with light and glare would occur. Long-Term Construction Impacts The project would include the implementation of on-site safety and security lighting. Consistent with Section 9271 of the City's Municipal Code, all outdoor lighting would be designed so as to minimize impacts from light pollution including light trespass and glare to minimize conflict caused by unnecessary illumination. Further, all outdoor lighting November 2020 Page 21 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration fixtures that would be used to illuminate a premises, architectural feature or landscape feature would be directed, shielded, or located in such a manner that the light source would not be directed off-site. Thus, all exterior lighting would be directed or shielded to prevent light trespass onto nearby properties. Additionally, the project would use a variety of non-reflective building materials, and although some new reflective improvements (i.e., windows and building front treatments) would be introduced to the site, the project would not be a source of glare in the project area. Therefore, long-term impacts associated with light and glare would be less than significant. Cumulative Impacts The potential aesthetic impacts related to views, aesthetics, and light and glare are site-specific. As discussed above, project-related impacts would be less than significant. November 2020 Page 22 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration AGRICULTURE AND FORESTRY RESOURCES Potentially Significant Potentially Unless Less Than ENVIRONMENTAL IMPACTS significant Mitigation significant No Issues Issues Incorporated Impact Impact 2. AGRICU LTURE AN D FORESTRY RESOURCES.In determining whether impacts to agricultural resources are significant environmental effects,lead agencies may referto the California Agricultural Land Evaluation and Site Assessment Model(1997)prepared by the California Department of Conservation as an optional model to use in assessing impacts on agriculture and farmland.Would the project: a) Convert Prime Farmland,Unique Farmland,or Farmland of Statewide Importance(Farmland),as shown on the maps prepared pursuantto the Farmland Mapping and X Monitoring Program ofthe California Resources Agency, to non-agricultural use? b) Conflictwith existing zoningfor agricultural use,or a X Williamson Act contract? c) Conflictwith existing zoning for,or cause rezoning of, forestland(as defined in Public Resources Code section 12220(g)),timberland(as defined by Public Resources X Code section 4526),or timberland zoned Timberland Production(as defined by Government Code section 51104(g))? d) Result in the loss offorest land or conversion offorest X land to non-forest use? e) Involve otherchanges in the existing environment which, due to their location or nature,could result in conversion X of Farmland,to non-agricultural use orconversion of forest land to non-forest use? Agricultural Resources The project site was used historically for agricultural uses prior to 1938, but has not been an active agricultural use since 1976.2 According to the California Department of Conservation Important Farmland Map, the project site is designated as Urban and Built-Up Land. The nearest designated area designated as either Prime Farmland, Unique Farmland, or Farmland of Z Avocet Environmental, Inc.(2019).Phase I Environmental Site Assessment. November 2020 Page 23 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration Statewide Importance is located approximately 2.7 miles to the east3. Additionally, the project site is not subject to a Williamson Act Contract 4. Forestry Resources The project site is in an area surrounded by existing development. The site is consists of two lots fronting onto Myford Road. The southernmost lot features an industrial building with a footprint of approximately ±92,000 square feet and the northernmost is an employee parking lot and existing cellular tower. Onsite vegetation consists of landscaped ornamental vegetation found on the perimeter of the site and along the parking aisles. No natural habitats exist on- site. The project site does not meet the definition of lands designated as forestland or timberland as defined by PRC Sections 12220(g), 4526, and 51104(8). a) Convert Prime Farmland, Unique Farmland, or Farmland of Statewide Importance (Farmland), as shown on the maps prepared pursuant to the Farmland Mapping and Monitoring Program of the California Resources Agency, to non-agricultural use? b) Conflict with existing zoning for agricultural use, or a Williamson Act contract? c) Conflict with existing zoning for, or cause rezoning of, forest land (as defined in Public Resources Code section 12220(g)), timberland (as defined by Public Resources Code section 4526), or timberland zoned Timberland Production (as defined by Government Code section 51104(g))? d) Result in the loss of forest land or conversion of forest land to non-forest use? e) Involve other changes in the existing environment which, due to their location or nature, could result in conversion of Farmland, to non-agricultural use or conversion of forest land to non-forest use? No Impact (a-e). As stated above, the project site is not currently used for agricultural purposes and has not been used for agriculture since 1976. The proposed project would not convert Prime Farmland, Unique Farmland, or Farmland of Statewide Importance (Farmland) to non-farmland; the project site is not subject of a Williamson Act Contract. The project site is located in the Planned Community Industrial (PC IND) zone. Implementation of the project would not conflict with an existing zoning for, or cause rezoning of, forest land (as defined in PRC Section 12220(g)), timberland (as defined by PRC Section 4526), or timberland zoned Timberland Production (as defined by Government Code Section 51104(8)). Further, the project would not involve any changes in the existing environment which, due to their location or nature, could result in a California Department of Conservation.(2020).California Important Farmland Finder.Retrieved from https://m a ps.conservation.ca.gov/DLRP/CI FF/.Accessed September 10,2020. County of Orange.(2012).Orange County General Plan,Resources Element. Retrievedfrom https://www.ocpublicworks.com/civicax/filebank/blobdload.aspx?blobid=8624. Accessed September 10,2020. November 2020 Page 24 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration conversion of Farmland, to non-agricultural use or conversion of forest land to non-forest use. No impacts related to the loss of farmland would occur. Cumulative Impacts The proposed project would have no impact on agricultural and forestry resources. Therefore, the proposed project would not contribute to a cumulatively considerable impact in the conversion of Farmland to non-farmland. November 2020 Page 25 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration AI R QUALITY Potentially Significant Potentially Unless Less Than ENVIRONMENTAL IMPACTS significant Mitigation significant No Issues Issues Incorporated Impact Impact 3. AIR QUALITY.Where available,the significance criteria established by the applicable air quality management district or air pollution control district may be relied upon to makethe following determinations.Would the project: a) Conflict with or obstruct implementation of the X applicable air qualityplan? b) Result in a cumulatively considerable net increase of any criteria pollutantfor which the project region is non- attainment under an applicable federal orstate ambient X air quality standard? c) Expose sensitive receptorsto substantial pollutant X concentrations? d) Result in other emissions(such as those leading to odors)adversely affectinga substantial number of X people? An Air Quality Assessment was prepared for the proposed project by Kimley-Horn and Associates in April 2020. This report is summarized below and are included as Appendix A of this Initial Study. Air Pollutants of Concern The air pollutants emitted into the ambient air by stationary and mobile sources are regulated by state and federal laws. These regulated air pollutants are known as "criteria air pollutants" and are categorized into primary and secondary pollutants. Primary air pollutants are emitted directly from sources. Carbon monoxide (CO), reactive organic gases (ROG), nitrogen oxide (NOx), sulfur dioxide (SO2), coarse particulate matter (PM1o), fine particulate matter (PM2.5), and lead are primary air pollutants. Of these, CO, NOx, SO2, PMio, and PM2.5 are criteria pollutants. ROG and NOx are criteria pollutant precursors and form secondary criteria pollutants through chemical and photochemical reactions in the atmosphere. For example, the criteria pollutant ozone (03) is formed by a chemical reaction between ROG and NOx in the presence of sunlight. 03 and nitrogen dioxide (NO2) are the principal secondary pollutants. November 2020 Page 26 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration Toxic Air Contaminants Toxic air contaminants (TACs) are airborne substances that can cause short-term (acute) or long-term (i.e. chronic, carcinogenic or cancer causing) adverse human health effects (i.e. injury or illness). TACs include both organic and inorganic chemical substances. They may be emitted from a variety of common sources including gasoline stations, automobiles, dry cleaners, industrial operations, and painting operations. The current California list of TACs includes more than 200 compounds, including particulate emissions from diesel-fueled engines. California Air Resources Board (CARB) identified diesel particulate matter (DPM) as a toxic air contaminant. DPM differs from other TACs in that it is not a single substance but rather a complex mixture of hundreds of substances. Diesel exhaust is a complex mixture of particles and gases produced when an engine burns diesel fuel. DPM is a concern because it causes lung cancer; many compounds found in diesel exhaust are carcinogenic. DPM includes the particle- phase constituents in diesel exhaust. The chemical composition and particle sizes of DPM vary between different engine types (heavy-duty, light-duty), engine operating conditions (idle, accelerate, decelerate), fuel formulations (high/low sulfur fuel), and the year of the engine. Some short-term (acute) effects of diesel exhaust include eye, nose, throat, and lung irritation, and diesel exhaust can cause coughs, headaches, light-headedness,and nausea. DPM poses the greatest health risk among the TACs. Almost all diesel exhaust particle mass is 10 microns or less in diameter. Due to their extremely small size, these particles can be inhaled and eventually trapped in the bronchial and alvolar regions of the lung. Ambient Air Quality CARB monitors ambient air quality at approximately 250 air monitoring stations across the State. These stations usually measure pollutant concentrations ten feet above ground level; therefore, air quality is often referred to in terms of ground-level concentrations. Existing levels of ambient air quality, historical trends, and projections near the project are documented by measurements made by the South Coast Air Quality Management District (SCAQMD), the air pollution regulatory agency in the South Coast Air Basin (SCAB) that maintains air quality monitoring stations which process ambient air quality measurements. Pollutants of concern in the SCAB include 03, PM1o, and PM2.5. The closest air monitoring station to the project that monitors ambient concentrations of these pollutants is the Mission Viejo Monitoring Station (located approximately 9.0 miles to the southeast). The Mission Viejo Monitoring Station did not include data for nitrogen dioxide, therefore data from the Anaheim Monitoring Station (located approximately 9.75 miles to the northwest) was also used. Local air quality data from 2016 to 2018 are provided in Table 4: Ambient Air Quality Data, which lists the monitored maximum concentrations and number of exceedances of state or federal air quality standards for each year. November 2020 Page 27 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration Table 4:Ambient Air Quality Data Criteria Pollutant 2016 2017 2018 Ozone(03)1 1-hour Maximum Concentration(ppm) 0.122 0.103 0.121 8-hour Maximum Concentration(ppm) 0.093 0.083 0.088 Numberof Days Standard Exceeded CAAQS 1-hour(>0.09 ppm) 5 3 2 NAAQS 8-hour(>0.070 ppm) 13 25 9 Carbon Monoxide(CO)1 1-hour Maximum Concentration(ppm) 1.34 1.40 1.19 Numberof Days Standard Exceeded NAAQS 1-hour(>35 ppm) 0 0 0 CAAQS 1-hour(>20 ppm) 0 0 0 Nitrogen Dioxide(NO2)z 1-hour Maximum Concentration(ppm) 0.075 0.086 0.061 Numberof Days Standard Exceeded NAAQS 1-hour(>100 ppm) 0 0 0 CAAQS 1-hour(>0.18 ppm) 0 0 0 Particulate Matter Less Than 10 Microns(PM1o)1 National 24-hour Maximum Concentration 59.0 58.2 55.6 State 24-hour Maximum Concentration 59.3 58.2 55.6 State Annual Average Concentration(CAAQS=20 µg/m3) — — — Numberof Days Standard Exceeded NAAQS 24-hour(>150µg/m3) 0 0 0 CAAQS 24-hour(>50µg/m3) 1 1 1 Particulate Matter Less Than 2.5 Microns(PM2.5)1 National 24-hour Maximum Concentration 24.7 19.5 38.9 State 24-hour Maximum Concentration 24.7 19.5 38.9 Numberof Days Standard Exceeded NAAQS 24-hour 05µg/m3) 0 0 1 NAAQS= National Ambient Air Quality Standards;CAAQS=California Ambient Air Quality Standards; ppm=parts per million; µg/m3=micrograms per cubic meter;—=not measured 1 Measurements taken atthe Mission Viejo Monitoring Station at 26081 Via Pera,Mission Viejo,California 92691 (CARB#30002) z Measurements taken at the Anaheim Monitoring at 812 W Vermont Street, Anaheim, California 92802 (CARB#30031) Source: All pollutant measurements are from the CARB Aerometric Data Analysis and Management system database(https://www.arb.ca.gov/adam)exceptfor CO,which were retrieved from the CARB Air Quality and Meteorological Information System(https://www.arb.ca.gov/agmis2/aqdselect.php). Sensitive Receptors Sensitive populations are more susceptible to the effects of air pollution than is the general population. Sensitive receptors that are in proximity to localized sources of toxics are of particular concern. Land uses considered sensitive receptors include residences, schools, playgrounds, childcare centers, long-term health care facilities, rehabilitation centers, November 2020 Page 28 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration convalescent centers, and retirement homes. The nearest residential community is located approximately 1,600 feetto the northwest along Tustin Ranch Road. Methodology This air quality impact analysis considers construction and operational impacts associated with the project. Construction equipment, trucks, worker vehicles, and ground-disturbing activities associated with project construction would generate emissions of criteria air pollutants and precursors. Air quality impacts were assessed according to methodologies recommended by CARB and the SCAQMD. Where criteria air pollutant quantification was required, emissions were modeled using the California Emissions Estimator Model (CalEEMod). CalEEMod is a Statewide land use emissions computer model designed to quantify potential criteria pollutant emissions associated with both construction and operations from a variety of land use projects. o) Conflict with or obstruct implementation of the applicable air quality plan? Less Than Significant Impact. As part of its enforcement responsibilities, the EPA requires each state with nonattainment areas to prepare and submit a State Implementation Plan that demonstrates the means to attain the federal standards. The State Implementation Plan must integrate federal, state, and local plan components and regulations to identify specific measures to reduce pollution in nonattainment areas, using a combination of performance standards and market-based programs. Similarly, under State law, the California Clean Air Act (CCAA) requires an air quality attainment plan to be prepared for areas designated as nonattainment regarding the state and federal ambient air quality standards. Air quality attainment plans outline emissions limits and control measures to achieve and maintain these standards by the earliest practical date. The project is located within the SCAB, which is under the jurisdiction of the SCAQMD. The SCAQMD is required, pursuant to the Federal Clean Air Act (FCAA), to reduce emissions of criteria pollutants for which the SCAB is in nonattainment. To reduce such emissions, the SCAQMD drafted the 2016 Air Quality Management Plan (AQMP) to. The 2016 AQMP establishes a program of rules and regulations directed at reducing air pollutant emissions and achieving state (California) and national air quality standards. The 2016 AQMP is a regional and multi-agency effort including the SCAQMD, the CARB, the SCAG, and the EPA. The plan's pollutant control strategies are based on the latest scientific and technical information and planning assumptions, including SCAG's 2016 RTP/SCS, updated emission inventory methodologies for various source categories, and SCAG's latest growth forecasts. SCAG's latest growth forecasts were defined in consultation with local governments and with reference to local general plans. The project is subjectto the SCAQMD's AQMP. November 2020 Page 29 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration Criteria for determining consistency with the AQMP are defined by the following indicators: ■ Consistency Criterion No. 1: The project will not result in an increase in the frequency or severity of existing air quality violations, or cause or contribute to new violations, or delay the timely attainment of air quality standards or the interim emissions reductions specified in the AQMP. ■ Consistency Criterion No. 2: The project will not exceed the assumptions in the AQMP or increments based on the years of the project build-out phase. According to the SCAQMD's CEQA Air Quality Handbook, the purpose of the consistency finding is to determine if a project is inconsistent with the assumptions and objectives of the regional air quality plans, and thus if it would interfere with the region's ability to comply with California Ambient Air Quality Standards (CAAQS) and National Ambient Air Quality Standards (NAAQS). The violations to which Consistency Criterion No. 1 refers are CAAQS and NAAQS. As shown in Table 5: Construction-Related Emissions (Maximum Pounds Per Day) and Table 6: Long-Term Operational Emissions (Maximum Pounds Per Day), the project would not exceed construction or operation emission standards. Therefore, the project would not contribute to an existing air quality violation. Thus, the project is consistent with the first criterion. Concerning Consistency Criterion No. 2, the AQMP contains air pollutant reduction strategies based on SCAG's latest growth forecasts, and SCAG's growth forecasts were defined in consultation with local governments and with reference to local general plans. The project is consistent with the land use designation and development density presented in the City's General Plan and therefore would not exceed the population or job growth projections used by the SCAQMD to develop the AQMP. Thus, the project is consistent with the second criterion. Based on these criteria, the project would not conflict with or obstruct implementation of the AQMP. b) Result in a cumulatively considerable net increase of any criteria pollutant for which the Project region is non-attainment under an applicable federal or state ambient air quality standard? Less Than Significant Impact. Construction Emissions Construction associated with the project would generate short-term emissions of criteria air pollutants. The criteria pollutants of primary concern within the project area include November 2020 Page 30 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration 03-precursor pollutants (i.e. ROG and NOx) and PMio and PM2.5. Construction-generated emissions are short term and of temporary duration, lasting only as long as construction activities occur, but would be considered a significant air quality impact if the volume of pollutants generated exceedsthe SCAQMD's thresholds of significance. Construction results in the temporary generation of emissions resulting from site grading, road paving, motor vehicle exhaust associated with construction equipment and worker trips, and the movement of construction equipment, especially on unpaved surfaces. Emissions of airborne particulate matter are largely dependent on the amount of ground disturbance associated with site preparation activities as well as weather conditions and the appropriate application of water. Construction activities associated with the project are estimated to be completed within 2 years. Construction-generated emissions associated the project were calculated using the CARB-approved CaIEEMod computer program, which is designed to model emissions for land use development projects, based on typical construction requirements. See Appendix A for more information regarding the construction assumptions used in this analysis. Predicted maximum daily construction-generated emissions for the project are summarized in Table 5: Construction-Related Emissions (Maximum Pounds Per Day). Table 5: Construction-Related Emissions(Maximum Pounds Per Day) Reactive Coarse Fine Nitrogen Carbon Sulfur Organic Particulate Particulate Construction Year Oxide Monoxide Dioxide Gases Matter Matter (ROG) (N0.) (CO) (SOz) (PMlo) (PMz.$) Year 1(2021) 46.55 40.53 38.29 0.08 15.41* 6.43* Year 2(2022) 46.29 23.09 25.33 0.06 3.33 1.52 SCAQMD Threshold 75 100 550 150 55 150 Exceed SCAQMD Threshold? No No No No No No Notes: SCAQMD Rule 403 Fugitive Dust applied.The Rule 403 reduction/credits include the following: properly maintain mobile and other construction equipment;water exposed surfaces three times daily;and limitspeedson unpaved roadsto 15 miles perhour.Reductions percentages from the SCAQMD CEQA Handbook (Tables XI-A through XI-E)were applied.Referto AppendixAfor Model Data Outputs. * Includes emissions from crushing debris Source:CaIEEMod version 2016.3.2.Referto Appendix A for model outputs. Fugitive dust emissions may have a substantial, temporary impact on local air quality. In addition, fugitive dust may be a nuisance to those living and working in the project vicinity. Uncontrolled dust from construction can become a nuisance and potential health hazard to those living and working nearby. SCAQMD Rules 402 and 403 (prohibition of nuisances, watering of inactive and perimeter areas, track out requirements, etc.), are applicable to the project and were applied in CaIEEMod to minimize fugitive dust emissions. As identified in Section 2.0, Description of the Proposed Project, Project Design Feature (PDF) AQ-A requires the implementation of Rule 402 and November 2020 Page 31 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration 403 dust control techniques to minimize PMio and PM2.5 concentrations. This standard condition would be required to ensure compliance with SCAQMD Rules and Regulations, which would be verified and enforced through the City's development review process. Rule 1113 provides specifications on painting practices and regulates the ROG content of paint. As required by law, all architectural coatings for the project structures would comply with SCAQMD Rule 1113. As identified in Section 2.0, Description of the Proposed Project, PDF AQ-B requires implementation of Rule 1113 which limits the VOC content of paint to 50 grams per liter or less. Compliance with PDF AQ-B would be required to ensure compliance with SCAQMD Rules and Regulations, which would be verified and enforced through the City's development review process. As shown in Table 5, all criteria pollutant emissions would remain below their respective thresholds. While impacts would be considered less than significant, the project would be subject to SCAQMD Rules 402, 403, and 1113, described in the Regulatory Framework subsection above and required by PDFs AQ-Aand AQ-B. As shown in Table 5, all criteria pollutant emissions would remain below their respective thresholds. While impacts would be considered less than significant, the project would be subject to SCAQMD Rules 402, 403, and 1113, described in the Regulatory Framework subsection above and required by Standard Conditions PDFs AQ-A and AQ-B. Operational Emissions Project-generated emissions would be primarily associated with motor vehicle use and area sources, such as the use of landscape maintenance equipment and architectural coatings. Long-term operational emissions attributable to the project are summarized in Table 6: Long-Term Operational Emissions (Maximum Pounds Per Day). Note that emissions rates differ from summer to winter because different weather patterns affect pollutant mixing, dispersion, 03 formation, and other factors. Table 6 also provides the emissions associated with operations of the existing ±92,000 square-foot industrial building. As shown in Table 6, the operational project emissions are below the SCAQMD's thresholds, impacts would be less than significant. Area Source Emissions Area source emissions would be generated due to on-site equipment, architectural coating, and landscape maintenance equipment. As shown in Table 6, the net area source emissions from the project represent a de minimis impact relative to the SCAQMD thresholds for each of the criteria pollutants analyzed. Therefore, the project would not violate any air quality standards or contribute substantially to an existing or projected air quality violation. As a result, impacts associated with operational air quality related specifically to area source emissions would be less than significant. November 2020 Page 32 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration Energy Source Emissions Energy source emissions would be generated due to electricity and natural gas usage associated with the project. Primary uses of electricity and natural gas by the project would be for miscellaneous warehouse equipment, space heating and cooling, water heating, ventilation, lighting, appliances, and electronics. As shown in Table 6, net energy source emissions from the project represent a de minimis impact relative to the SCAQMD thresholds for each of the criteria pollutants analyzed. As such, the project would not violate any air quality standards or contribute substantially to an existing or projected air quality violation. As a result, impacts associated with operational air quality related specifically to energysource emissions would be less than significant. Table 6: Long-Term Operational Emissions(Maximum Pounds Per Day) Reactive Coarse Fine Nitrogen Carbon Sulfur Source Organic Oxide Monoxide Dioxide Particulate Particulate Gases Matter Matter (ROG) (N0.) (CO) (SOz) (PMlo) (PMz.$) Existing Conditions Area 1 2.18 <0.01 0.04 0.00 <0.01 <0.01 Energy' 0.01 0.10 0.08 <0.01 <0.01 <0.01 Mobile' 0.97 7.49 9.18 0.04 2.29 0.67 Total Emissions' 3.16 7.59 9.30 0.04 2.29 0.68 Proposed Project Summer Emissions Area 5.00 <0.01 0.04 0 <0.01 <0.01 Energy 0.03 0.25 0.21 <0.01 0.02 0.02 Mobile 8.09 31.70 80.18 0.29 24.76 6.81 Off-Road 0.23 2.11 2.31 <0.01 0.14 0.13 Total Emissions 13.34 34.05 82.74 0.29 24.92 6.95 Winter Emissions Area 5.00 <0.01 0.04 0 <0.01 <0.01 Energy 0.03 0.25 0.21 <0.01 0.02 0.02 Mobile 7.49 33.48 77.02 0.28 24.76 6.81 Off-Road 0.23 2.11 2.31 <0.01 0.14 0.13 Total Emissions 12.75 35.83 79.57 0.28 24.92 6.95 Net Emissions Existing Conditions 3.16 7.59 9.30 0.04 2.29 0.68 Proposed Project' 13.34 35.83 82.74 0.29 24.92 6.95 Net Change 10.18 28.24 73.44 0.25 22.63 6.27 SCAQMD Significance Thresholds 55 55 550 150 55 150 Exceed thresholds? No No No No No No Source:CaIEEMod version 2016.3.2.Referto Appendix A for model outputs. Note:Total values are from CaIEEMod and may not add up 100%dueto rounding. 1.The highest values between summer and winter results were used as a worst case scenario November 2020 Page 33 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration Mobile Source Mobile sources are emissions from motor vehicles, including tailpipe and evaporative emissions. Depending upon the pollutant being discussed, the potential air quality impact may be of either regional or local concern. For example, ROG, NOx, PMio, and PM2.5 are all pollutants of regional concern. NOx and ROG react with sunlight to form 03, known as photochemical smog. Additionally, wind currents readily transport PMio and PM2.5. However,CO tends to be a localized pollutant, dispersing rapidly at the source. Project-generated vehicle emissions are based on the trip generation within the project Transportation Impact Analysis (see Appendix G) and incorporated into CalEEMod as recommended by the SCAQMD. Per the project Transportation Impact Analysis, using the High-Cube Fulfillment Center Warehouse trip generation rate (Institute of Transportation Engineers [ITE] code 155) the project would generate 1,802 total daily vehicle trips with approximately 8.8 percent trucks. The existing industrial building generates approximately 160 trips, however the air quality analysis conservatively does not take credit for the existing truck trips. As shown in Table 6, net mobile source emissions would be below SCAQMD thresholds for each of the criteria pollutants analyzed. As such, the project would not violate any air quality standards or contribute substantially to an existing or projected air quality violation. As a result, impacts associated with operational air quality related specifically to mobile emissions would be less than significant. Cumulative Short-Term Emissions The SCAB is designated nonattainment for 03, PMio, and PM2.5 for State standards and nonattainment for 03 and PM2.5 for Federal standards. Appendix D of the SCAQMD White Paper on Potential Control Strategies to Address Cumulative Impacts from Air Pollution (2003) notes that projects that result in emissions that do not exceed the project-specific SCAQMD regional thresholds of significance should result in a less than significant impact on a cumulative basis unless there is other pertinent information to the contrary. Therefore, if a project is estimated to result in emissions that do not exceed the thresholds, the project's contribution to the cumulative impact on air quality in the SCAB would not be cumulatively considerable. As shown in Table 5 above, project construction-related emissions by themselves would not exceed the SCAQMD significance thresholds for criteria pollutants. Therefore, the proposed project would not generate a cumulatively considerable contribution to air pollutant emissions during construction. The SCAQMD has developed strategies to reduce criteria pollutant emissions outlined in the AQMP pursuant to the FCAA mandates. The analysis assumed fugitive dust controls would be utilized during construction, including frequent water applications. SCAQMD rules, mandates, and compliance with adopted AQMP emissions control measures would November 2020 Page 34 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration also be imposed on construction projects throughout the SCAB, which would include related projects. Compliance with SCAQMD rules and regulations would further reduce the project construction-related impacts. Therefore, project-related construction emissions, combined with those from other projects in the area, would not substantially deteriorate local air quality. Construction emissions associated with the project would not result in a cumulatively considerable contribution to significant cumulative air quality impacts. Cumulative Long-Term Impacts The SCAQMD has not established separate significance thresholds for cumulative operational emissions. The nature of air emissions is largely a cumulative impact. As a result, no single project is sufficient in size to, by itself, result in nonattainment of ambient air quality standards. Instead, individual project emissions contribute to existing cumulatively significant adverse air quality impacts. The SCAQMD developed the operational thresholds of significance based on the level above which individual project emissions would result in a cumulatively considerable contribution to the SCAB's existing air quality conditions. Therefore, a project that exceeds the SCAQMD operational thresholds would also be a cumulatively considerable contribution to a significant cumulative impact. As shown in Table 6, the project operational emissions would not exceed the SCAQMD thresholds. Therefore impacts would be less than significant. c) Expose sensitive receptors to substantial pollutant concentrations? Less Than Significant Impact. Localized Construction Significance Analysis The nearest sensitive receptor is a residential community located 1,600feet (488 meters) northwest of the project along Tustin Ranch Road. To identify impacts to sensitive receptors, the SCAQMD recommends addressing LSTs for construction. LSTs were developed in response to SCAQMD Governing Boards' Environmental Justice Enhancement Initiative (1-4). The SCAQMD provided the Final Localized Significance Threshold Methodology (dated June 2003 [revised 2008]) for guidance. The LST methodology assists lead agencies in analyzing localized impacts associated with project- specific emissions. Since CaIEEMod calculates construction emissions based on the number of equipment hours and the maximum daily soil disturbance activity possible for each piece of equipment, Table 7: Equipment-Specific Grading Rates, is used to determine the maximum daily disturbed acreage for comparison to LSTs. The appropriate SRA for the localized significance thresholds is the Central Orange County (SRA 17) since this area includes the project. LSTs apply to CO, NO2, PMio, and PM2.5. The SCAQMD produced November 2020 Page 35 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration look-up tables for projects that disturb areas less than or equal to 5 acres in size. Project construction is anticipated to disturb a maximum of 3.0 acres in a single day. As the LST guidance provides thresholds for projects disturbing 1-, 2-, and 5-acres in size and the thresholds increase with size of the site, the LSTs for a 3.0-acre threshold were interpolated and utilized for thisanalysis. Table 7: Equipment-Specific Grading Rates Construction Equipment Equipment Acres Graded Operating Acres Graded Phase Type Quantity per8-Hour Hours per Day Day per Day Tractors 4 0.5 8 2.0 Grading Graders 1 1 0.5 1 8 0.5 Dozers 1 0.5 1 8 0.5 Total Acres Graded per Day 3.0 Source:CaIEEMod version 2016.3.2.Referto Appendix A for model outputs. The SCAQMD's methodology states that "off-site mobile emissions from the project should not be included in the emissions compared to LSTs." Therefore, only emissions included in the CalEEMod "on-site" emissions outputs were considered. The nearest sensitive receptors are the single-family residences located 1,600 feet (488 meters) northwest of the project. LSTthresholds are provided for distances to sensitive receptors of 25, 50, 100, 200, and 500 meters. Therefore, LSTs for receptors located at 488 meters were interpolated and utilized in this analysis. Table 8: Localized Significance of Construction Emissions (Maximum Pounds Per Day) presents the results of localized emissions during each construction phase. Table 8 shows that emissions of these pollutants on the peak day of construction would not result in significant concentrations of pollutants at nearby sensitive receptors. Significant impacts would not occur concerning LSTs during construction. Table8: Localized Significance of Construction Emissions(Maximum Pounds PerDay) Nitrogen Carbon Coarse Fine Construction Activity Oxide Monoxide Particulate Particulate (N0.) (CO) Matter Matter (PMlo) (PMz.$) Demolition 31.44 21.56 4.75 1.93 Site Preparation 40.50 21.15 10.17 6.35 Grading 24.74 15.86 9.16* 3.05* Building Construction 17.43 16.58 0.96 0.90 Paving 12.92 14.65 0.68 0.62 Architectural Coating 1.53 1.82 0.09 0.09 SCA QMD L a calizedScreen in g 200 6,682 183 106 Threshold(adjusted for4.0 acres at 488 meters) Exceed SCAQMD Threshold? No No No No Note: *includes emissions from crushing debris Source:Cal EEMod version 2016.3.2.Referto Appendix A for model outputs. November 2020 Page 36 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration Localized Operational Significance Analysis According to the SCAQMD LST methodology, LSTs would apply to the operational phase of a project only if it includes stationary sources or attracts mobile sources that may spend long periods queuing and idling at the site (e.g. warehouse or transfer facilities). Since the project is a warehouse distribution building, the operational phase LST protocol is conservatively applied to both the area source and all the mobile source emissions. LSTs thresholds for receptors were interpolated for 488 meters because the closest receptors are 488 meters away. Although the warehouse distribution building is 9.9 acres, the 5-acre LST threshold was also conservatively used for the project, as the LSTs increase with the size of the site. The LST analysis only includes on-site sources. However, the CalEEMod model outputs do not separate on- and off-site emissions for mobile sources. For a worst-case scenario assessment, the emissions shown in Table 9: Localized Significance of Operational Emissions (Maximum Pounds Per Day), conservatively include all on-site project-related stationary sources and 100 percent of the project-related new mobile sources, since a portion of mobile sources could include trucks idling on-site. Table 9 shows that the maximum daily emissions of these pollutants during operations would not result in significant concentrations of pollutants at nearby sensitive receptors. Therefore, significant impacts would not occur concerning LSTs during operational activities. Table 9: Localized Significance of Operational Emissions(Maximum Pounds Per Day) Nitrogen Carbon Coarse Fine Activity Oxide Monoxide Particulate Particulate (N0.) (CO) Matter Matter (PMlo) (PMz.$) On-Site and Mobile Source 33.80 82.53 24.90 6.93 Emissions SCAQMD Localized Screening Threshold 200 6,682 44 26 (adjusted fors acres at488 meters) Exceed SCAQMD Threshold? No No No No Source:CaIEEMod version 2016.3.2.Referto Appendix A for model outputs. Criteria Pollutant Health Impacts On December 24, 2018, the California Supreme Court issued an opinion identifying the need to provide sufficient information connecting a project's air emissions to health impacts or explain why such information could not be ascertained (Sierra Club v. County of Fresno [Friant Ranch, L.P.] [2018] Cal.51", Case No. S219783). The Friant Ranch project was a 942-acre Specific Plan that involved a commercial master planned community of approximately 2,500 dwelling units and extensive commercial supporting development. The anticipated air quality impacts resulting from this November 2020 Page 37 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration development included significant and unavoidable emissions of multiple criteria pollutants (including significant emissions of both primary 03 precursors [NOx and ROGs]) at levels that exceeded the daily thresholds of significance. As noted above and shown in Table 6, the project's operational emissions are below SCAQMD's significance thresholds, resulting in a less than significant impact and therefore the project is consistent with the Sierra Club v. CountyofFresno opinion. The SCAQMD has set its CEQA significance thresholds based on the FCAA, which defines a major stationary source (in extreme ozone nonattainment areas such as the South Coast Air Basin) as emitting 10 tons per year. The thresholds correlate with the trigger levels for the federal New Source Review (NSR) Program and SCAQMD Rule 1303 for new or modified sources. The NSR Programs was created by the FCAA to ensure that stationary sources of air pollution are constructed or modified in a manner that is consistent with attainment of health-based federal ambient air quality standards. The federal ambient air quality standards establish the levels of air quality necessary, with an adequate margin of safety, to protect the public health. Therefore, projects that do not exceed the SCAQMD's LSTs and mass emissions thresholds would not violate any air quality standards or contribute substantially to an existing or projected air quality violation and no criteria pollutant health impacts. NOx and ROG are precursor emissions that form ozone in the atmosphere in the presence of sunlight where the pollutants undergo complex chemical reactions. It takes time and the influence of meteorological conditions for these reactions to occur, so ozone may be formed at a distance downwind from the sources. Breathing ground-level ozone can result health effects that include: reduced lung function, inflammation of airways, throat irritation, pain, burning, or discomfort in the chest when taking a deep breath, chest tightness, wheezing, or shortness of breath. In addition to these effects, evidence from observational studies strongly indicates that higher daily ozone concentrations are associated with increased asthma attacks, increased hospital admissions, increased daily mortality, and other markers of morbidity. The consistency and coherence of the evidence for effects upon asthmatics suggests that ozone can make asthma symptoms worse and can increase sensitivity to asthma triggers. According to the SCAQMD's 2016 AQMP, ozone, NOx, and ROG have been decreasing in the Basin since 1975 and are projected to continue to decrease in the future. Although vehicle miles traveled in the Basin continue to increase, NOx and ROG levels are decreasing because of the mandated controls on motor vehicles and the replacement of older polluting vehicles with lower-emitting vehicles. NOx emissions from electric utilities s Code of Federal Regulation (CFR) [i.e., PSD (40 CFR 52.21, 40 CFR 51.166, 40 CFR 51.165(b)), Non-attainment NSR(40 CFR 52.24, 40 CFR 51.165,40 CFR part 51,Appendix S) November 2020 Page 38 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration have also decreased due to the use of cleaner fuels and renewable energy. The 2016 AQMP demonstrates how the SCAQMD's control strategy to meet the 8-hour ozone standard in 2023 would lead to sufficient NOx emission reductions to attain the 1-hour ozone standard by 2022. In addition, since NOx emissions also lead to the formation of PM2.5, the NOx reductions needed to meet the ozone standards will likewise lead to improvementof PM2.5 levels and attainment of PM2.5standards. The SCAQMD's air quality modeling demonstrates that NOx reductions prove to be much more effective in reducing ozone levels and will also lead to significant improvement in PM2.5 concentrations. NOx-emitting stationary sources regulated by the SCAQMD include Regional Clean Air Incentives Market (RECLAIM) facilities (e.g., refineries, power plants, etc.), natural gas combustion equipment (e.g., boilers, heaters, engines, burners, flares) and other combustion sources that burn wood or propane. The 2016 AQMP identifies robust NOx reductions from new regulations on RECLAIM facilities, non-refinery flares, commercial cooking, and residential and commercial appliances. Such combustion sources are already heavily regulated with the lowest NOx emissions levels achievable but there are opportunities to require and accelerate replacement with cleaner zero- emission alternatives, such as residential and commercial furnaces, pool heaters, and backup power equipment. The AQMD plans to achieve such replacements through a combination of regulations and incentives. Technology-forcing regulations can drive development and commercialization of clean technologies, with future year requirements for new or existing equipment. Incentives can then accelerate deployment and enhance public acceptability of new technologies. The 2016 AQMP also emphasizes that beginning in 2012, continued implementation of previously adopted regulations will lead to NOx emission reductions of 68 percent by 2023 and 80 percent by 2031. With the addition of 2016 AQMP proposed regulatory measures, a 30 percent reduction of NOx from stationary sources is expected in the 15- year period between 2008 and 2023. This is in addition to significant NOx reductions from stationary sources achieved in the decades prior to 2008. As previously discussed, localized effects of on-site project emissions on nearby receptors were found to be less than significant (refer to Table 8 and Table 9). The LSTs represent the maximum emissions from a project that are not expected to cause or contribute to an exceedance of the most stringent applicable state or federal ambient air quality standard. The LSTs were developed by the SCAQMD based on the ambient concentrations of that pollutant for each SRA and distance to the nearest sensitive receptor. The ambient air quality standards establish the levels of air quality necessary, with an adequate margin of safety, to protect public health, including protecting the health of sensitive populations. Information on health impacts related to exposure to ozone and particulate matter emissions published by the U.S. EPA and CARIB have been November 2020 Page 39 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration summarized above and discussed in the Regulatory Framework section. As shown above, project-related emissions would not exceed the regional thresholds or the LSTs, and therefore would not exceed the ambient air quality standards or cause an increase in the frequency or severity of existing violations of air quality standards. Therefore, sensitive receptors would not be exposed to criteria pollutant levels in excess of the health-based ambient air quality standards. Carbon Monoxide Hotspots An analysis of CO "hot spots" is needed to determine whether the change in the level of service of an intersection resulting from the project would have the potential to result in exceedances of the CAAQS or NAAQS. It has long been recognized that CO exceedances are caused by vehicular emissions, primarily when vehicles are idling at intersections. Vehicle emissions standards have become increasingly stringent in the last 20 years. Currently, the CO standard in California is a maximum of 3.4 grams per mile for passenger cars (requirements for certain vehicles are more stringent). With the turnover of older vehicles, introduction of cleaner fuels, and implementation of control technology on industrial facilities, CO concentrations have steadily declined. Accordingly, with the steadily decreasing CO emissions from vehicles,even very busy intersections do not result in exceedances of the CO standard. The SCAB was re-designated as attainment in 2007 and is no longer addressed in the SCAQMD's AQMP. The 2003 AQMP is the most recent version that addresses CO concentrations. As part of the SCAQMD CO Hotspot Analysis, the Wilshire Boulevard/Veteran Avenue intersection, one of the most congested intersections in Southern California with an average daily traffic (ADT) volume of approximately 100,000 vehicles per day, was modeled for CO concentrations. This modeling effort identified a CO concentration high of 4.6 ppm, which is well below the 35-ppm Federal standard. The project considered herein would not produce the volume of traffic required to generate a CO hot spot in the context of SCAQMD's CO Hotspot Analysis. As the CO hotspots were not experienced at the Wilshire Boulevard/Veteran Avenue intersection even as it accommodates 100,000 vehicles daily, it can be reasonably inferred that CO hotspots would not be experienced at any vicinity intersections resulting from 1,802 additional total daily vehicle trips (114 net a.m. peak hour and 284 net p.m. peak hour trips) attributable to the project. Therefore, impacts would be less than significant. Construction-Related Diesel Particulate Matter Construction would result in the generation of diesel particulate matter(DPM) emissions from the use of off-road diesel equipment required. The amount to which the receptors are exposed (a function of concentration and duration of exposure) is the primary factor used to determine health risk (i.e. potential exposure to TAC emission levels that exceed November 2020 Page 40 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration applicable standards). Health-related risks associated with diesel-exhaust emissions are primarily linked to long-term exposure and the associated risk of contracting cancer. The use of diesel-powered construction equipment would be temporary and episodic. The duration of exposure would be short and exhaust from construction equipment dissipates rapidly. Current models and methodologies for conducting health risk assessments are associated with longer-term exposure periods of 9, 30, and 70 years, which do not correlate well with the temporary and highly variable nature of construction activities. The closest sensitive receptors are located approximately 1,600 feetfrom the property boundary and major project construction areas. California Office of Environmental Health Hazard Assessment has not identified short- term health effects from DPM. Construction is temporary and would be transient throughout the site (i.e. move from location to location) and would not generate emissions in a fixed location for extended periods of time. Construction would be subject to and would comply with California regulations limiting the idling of heavy-duty construction equipment to no more than 5 minutes to further reduce nearby sensitive receptors' exposure to temporary and variable DPM emissions. For these reasons, DPM generated by construction activities, in and of itself, would not be expected to expose sensitive receptors to substantial amounts of air toxics and the project would have a less than significant impact. d) Result in other emissions (such as those leading to odors) adversely affecting a substantial numberof people? No Impact. The SCAQMD CEQA Air Quality Handbook identifies certain land uses as sources of odors. These land uses include agriculture (farming and livestock), wastewater treatment plants, food processing plants, chemical plants, composting facilities, refineries, landfills, dairies, and fiberglass molding. The project would not include any of the land usesthat have been identified by the SCAQMD as odor sources. During construction-related activities, some odors (not substantial pollutant concentrations) that may be detected are those typical of construction vehicles (e.g. diesel exhaust from grading and construction equipment). These odors are a temporary short-term impact that is typical of construction projects and would disperse rapidly. The project would not include any of the land uses that have been identified by the SCAQMD as odor sources. Therefore,the project would not create objectionable odors. November 2020 Page 41 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration B IOLOG ICAL RESOURCES Potentially Significant Potentially Unless Less Than ENVIRONMENTAL IMPACTS significant Mitigation significant No Issues Issues Incorporated Impact Impact 4. BIOLOGICAL RESOU RCES.Would the project: a) Have a substantial adve rse effect,e ither d irectly or X through habitat modifications,on any species identified as a candidate,sensitive,or special status species in local or regional plans,policies,or regulations,or by the California Department of Fish and Game or U.S. Fish and Wildlife Service? b) Have a substantial adverse effect on any riparian habitat X or other sensitive natural community identified in local or regional plans,policies,regulations or by the California Departmentof Fish and Game or US Fish and Wildlife Service? c) Have a substantial adverse effect on state or federally X protected wetlands(including,but not limited to,marsh, vernal pool,coastal,etc.)through direct removal,filling, hydrological interruption,orothermeans? d) Interfere substantially with the movementofany native X resident or migratoryfish or wildlife species or with established native residentor migratorywild life corridors,or impedethe use of native wildlife nursery sites? e) Conflictwith any local policies orordinances protecting X biological resources,such as a tree preservation policy or ordinance? f) Conflictwith the provisions of an adopted Habitat X Conservation Plan,Natural Community Conservation Plan,or other approved local,regional,orstate habitat conservation plan? November 2020 Page 42 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration a) Have a substantial adverse effect, either directly or through habitat modifications, on any species identified as a candidate, sensitive, or special status species in local or regional plans, policies, or regulations, or by the California Department of Fish and Game or U.S. Fish and Wildlife Service? No Impact. The proposed project would not have an effect, either directly or through habitat modifications, on any species identified as a candidate, as a sensitive, or as a special-status species in local or regional plans, policies, or regulations, or by the California Department of Fish and Wildlife (CDFW) or United States Fish and Wildlife Service (USFWS). The project site consists of an existing industrial building, ancillary auto parking lot, and existing cellular tower. There is limited vegetation on the site consisting of landscaped ornamental vegetation found on the perimeter of the site and along the parking aisles. No natural habitats exist on-site. The project site no longer contains suitable habitat for any protected species. Therefore, there would be no impact to sensitive species. No mitigation is required. b) Have a substantial adverse effect on any riparian habitat or other sensitive natural community identified in local or regional plans, policies, regulations or by the California Department of Fish and Game or US Fish and Wildlife Service? No Impact. The project site is developed with an industrial and is surrounded on all sides by existing commercial and industrial properties. There are no native habitats on site. Additionally, no drainages, riparian habitat, or aquatic features are located on the project site. No impacts to riparian habitat or other sensitive natural community would occur as a result of the proposed project; no mitigation is required. c) Have a substantial adverse effect on state or federally protected wetlands (including, but not limited to, marsh, vernal pool, coastal, etc.) through direct removal, filling, hydrological interruption, or other means? No Impact. Refer to response b) above. No drainages, jurisdictional water, or wetlands occur on site. No impact would occur. d) Interfere substantially with the movement of any native resident or migratory fish or wildlife species or with established native resident or migratory wildlife corridors, or impede the use of native wildlife nursery sites? No Impact. The project site is located in a predominately industrial and commercial area and is not suitable as a wildlife movement corridor. Construction of the proposed project would not impact a wildlife corridor. Therefore, there would be no impact to migratory wildlife or corridors and no mitigation is required. November 2020 Page 43 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration e) Conflict with any local policies or ordinances protecting biological resources, such as a tree preservation policy or ordinance? No Impact. The proposed project would not conflict with any local policies or ordinances protecting biological resources, as the site has been developed and there are no identified biological resources that are subject to such regulation; no impact would occur and no mitigation is required. f) Conflict with the provisions of an adopted Habitat Conservation Plan, Natural Community Conservation Plan, or other approved local, regional, or state habitat conservation plan? No Impact. The project site is not subject to a conservation plan since it is a developed site with no biological resources subject to regulation. No impact relative to adopted habitat conservation or other approved local, regional or State plans would occur. Cumulative Impacts The proposed project would result in no significant impacts to biological resources. Similar to the proposed project, all cumulative projects would be subject to individual project review and conformance with conservation plans and standard provisions for compliance with state and federal protection laws. Since there would be no project-specific impacts to biological resources, the potential incremental effects of the proposed project would not be cumulatively considerable. November 2020 Page 44 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration CULTURAL RESOURCES IMPACTSPotentially Significant Potentially Unless Less Than Issues Issues Incorporated Impact Impact S. CU LTU RAL RESOU RCES.Would the project: a) Cause a substantial adverse change in the significance of X a historical resource pursuantto§ 15064.5? b) Cause a substantial adverse change in the significance of X an archaeological resource pursuantto§ 15064.5? c) Disturb any human remains,includingthose interred X outside of dedicated cemeteries? The discussion below relies on the City's General Plan as it relates to the cultural resources and the project site. a) Cause a substantial adverse change in the significance of a historical resource pursuant to § 15064.5? No Impact. The project site consists of an existing industrial building, ancillary auto parking lot, and existing cellular tower. According to the City's General Plan, the project is not located in the Cultural Resources Overlay District. In addition, the existing structure was not identified as a historic structure through inventories of historic buildings completed by the City in 1990 and 2003.6 Further, the project site is not in the vicinity of any buildings identified as historic structures in the course of the City's historic building inventories. Thus, no impact would occur to historical resources and mitigation is not required. b) Cause a substantial adverse change in the significance of an archaeological resource pursuantto§ 15064.5? Potentially Significant Unless Mitigation Incorporated. The project site has been previously disturbed and the surrounding area is predominately urbanized with industrial uses. The proposed project would mostly balance with approximately 21 cy of exported soil. According to Figure COSR-2 in the City's General Plan, the project site is not located within a known archaeological area. Due to the level of past disturbance, it is not anticipated that archaeological sites would be found. Because the proposed project involves development of a site that has been so heavily disturbed, it is not anticipated 6 City of Tustin. (2018).City of Tustin General Plan,Open Space and Recreation Element.page 36.Retrieved from https://tustinca.org/396/General-Plan. Accessed September 10,2020. November 2020 Page 45 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration that intact subsurface archaeological resources would be encountered during excavation and grading activities. Although the potential for disturbance of undiscovered resources during grading and excavation activities is considered low, in accordance with Policy 13.2 of the Conservation/Open Space/ Recreation element of the City's General Plan which requires mitigation measures where development will affect archaeological or paleontological resources, Mitigation Measures CUL-1 through CUL-3 below are required to reduce this potential impact to a level considered less than significant. Mitigation Measures CUL-1: Native American Monitoring. Prior to the issuance of a grading permit, the Applicant shall contact the two Native American Tribes that requested tribal monitoring during the AB 52 consultation process with the City of Tustin ("City"). The two Tribes are the Gabrieleno Band of Mission Indians - Kizh Nation ("Kizh Nation") and the Juaneno Band of Mission Indians Acjachemen Nation — Belardes ("Belardes"), both are listed under the State of California Native American Heritage Commission Tribal Contact list for the area. The Applicant shall coordinate with Kizh Nation and Belardes to develop a Tribal Monitoring Agreement or Agreements if the Tribes require separate tribal monitors. The Tribal Monitoring Agreement(s) shall provide for the Applicant to pay for tribal monitor(s) to be present on-site during ground-disturbing activities on the Project site one (1) foot or greater below grade, including but not limited to grading, pot-holing or auguring, grubbing, tree removals, boring, excavation, drilling, and trenching. Either Tribe may waive or reduce its request for tribal monitoring ("Waiver"). Such Waiver must be provided to the City in writing. If the Applicant, after good faith efforts, is not able to reach agreement with either Tribe on a Tribal Monitoring Agreement, the City will retain a qualified Tribal Monitor(s), with knowledge of the Project Area, to be present during the ground disturbing activities and to implement the tribal cultural resource ("TCR") mitigation measures contained herein, with all City expenses forthe tribal monitoring being reimbursed by the Developer. Prior to the issuance of a grading permit for the Project, the Developer will (a) provide a copy of the executed Tribal Monitoring Agreement(s) (or retention of qualified Tribal Monitor(s) if unable to execute Tribal Monitoring Agreement despite good faith efforts) to the City and (b) confirm that a County-certified archaeologist and paleontologist have been retained to conduct salvage excavation of unique archaeological and/or paleontological resources if they are found. CUL-2: Treatment of Discovered Archeological, Paleontological and Tribal Cultural Resources. Prior to the issuance of a grading permit, the County-certified archaeologist and paleontologist will prepare a Paleontological Resource Management Plan (PRIMP) for the Project site and submit to the City. The PRIMP will include details November 2020 Page 46 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration regarding the methods to be used for surveillance of ground disturbing activities, procedures that will be implemented upon the discovery of unique paleontological resources including but not limited to TCRs, human remains, and/or grave goods. The PRMP shall provide that the Tribal Monitor(s) may, in his/her discretion, request their respective Tribal Archaeologists be consulted regarding a TCR discovery. Upon discovery of any archaeological resource or TCR, ground disturbing activities shall be suspended 10 feet around the resource(s). All resources unearthed by project construction activities shall be evaluated by the qualified Archaeologist and Tribal Monitor(s) in accordance with the PRMP. If a resource is determined to be significant, the Archeologist, Paleontologist, Tribal Monitor(s) and a representative of the appropriate Tribe(s), the Developer and the City shall confer regarding mitigation of the discovered resource(s). A Treatment Plan shall be prepared by the Paleontologist and implemented to protect the discovered resource(s) from damage and destruction. The treatment plan established for the resource(s) shall be prepared in accordance with CEQA Guidelines Section 15064.5(f) for historical resources and Public Resources Code Sections 21083.2(b) for unique archaeological resources. Work may continue on other parts of the Project while evaluation and mitigation occurs. In accordance with CEQA Guidelines Section15064.5 [f]), if a resource is determined by the Paleontologist to constitute a "historical resource" or "unique archaeological resource", time allotment and funding sufficient to allow for implementation of avoidance measures, or appropriate mitigation, will be provided by the Developer as determined by the City. CUL-3: Disposition of Discovered Native American Resources. In the event that TCRs are discovered during the course of grading for the Project, the following procedures will be carried out fortreatment and disposition of the discoveries: The Landowner(s) shall relinquish ownership of all cultural resources, including sacred items, burial goods, and all archaeological artifacts and non-human remains as part of the required mitigation for impacts to cultural resources. In addition, the Developer shall relinquish the artifacts through one or more of the following methods and provide the City with evidence of same: a) A fully executed reburial agreement with the appropriate culturally affiliated Native American tribes or bands. This shall include measures and provisions to protect the future reburial area from any future impacts. Reburial shall not occur until all cataloguing and basic recordation have been completed. b) A curation agreement with an appropriate qualified repository within Orange County that meets federal standards per 36 CFR Part 79 and therefore would be professionally curated and made available to other archaeologists/researchers for further study. The collections and associated records shall be transferred, including title, to an appropriate curation facility within Orange County, to be November 2020 Page 47 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration accompanied by payment by Developer of the fees necessary for permanent curation. c) If more than one Tribe is involved in the Project and agreement cannot be reached as to the disposition of cultural materials, they shall be curated at the Western Science Centerby default. d) Should reburial of collected cultural items be preferred, it shall not occur until after the archeological monitoring report for the discovery has been submitted to the City. Should curation be preferred, the Developer will be responsible for all costs and the repository and curation method shall be described in the monitoring report. c) Disturb any human remains, including those interred outsides of dedicated cemeteries? Potentially Less Than Significant Impact with Mitigation Incorporated. The project site is not located within a known or suspected cemetery and there are no known human remains within the project site. However, this does not preclude finding human remains during project-related ground disturbance. In compliance with State regulations, should any human remains be encountered during construction activities, State Health and Safety Code Section 7050.5 states that no further disturbances shall occur in the immediate area until the County Coroner has made the necessary findings as to origin and disposition pursuant to California Public Resources Code Section 5097.98. In addition, in accordance with State and local guidelines, if the Coroner determines the remains to be of a Native American, the Coroner shall contact the Native American Heritage Commission within 24 hours for identification of the most likely descendent of the deceased Native American. Additionally, if the remains are determined to be Native American, the City would work with local Native American representatives to ensure that the remains and any associated artifacts are treated in a respectful and dignified manner. Despite the applicable regulatory framework and the relatively low likelihood of discovery, it remains possible that the proposed project would discover human remains during subsurface activities, which could then result in the remains being inadvertently damaged. Project compliance with State Health and Safety Code Section 7050.5 would reduce this potentially significant impact to a less than significant level. Cumulative Impacts The proposed project would result in less than significant impacts to historical, known archaeological resources, or known human remains after implementation of mitigation. The chances of cumulative impacts occurring as a result of project implementation plus November 2020 Page 48 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration implementation of other projects in the region are not likely since other proposed projects would be subject to individual project-level environmental review. Since there would be no project-related significant impacts and due to existing laws and regulations in place to protect cultural resources and prevent significant impacts to archaeological resources, or known human remains, the potential incremental effects of the proposed project would not be cumulatively considerable. November 2020 Page 49 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration ENERGY Potentially Significant Potentially Unless Less Than ENVIRONMENTAL IMPACTS significant Mitigation significant No Issues Issues Incorporated Impact Impact 6. ENERGY.Would the project: a) Result in potentially significant environmental impact due to wasteful,inefficient,or un necessaryconsumption X of e nergy resources,during project construction or operation? b) Conflict with or obstruct state or local plan for X renewable energy or energyefficiency? Building Energy Conservation Standards Energy conservation standards for new residential and nonresidential buildings were adopted by the California Energy Resources Conservation and Development Commission (now the California Energy Commission [CEC]) in June 1977 and are updated every three years (Title 24, Part 6, of the CCR). Title 24 requires the design of building shells and building components to conserve energy. The standards are updated periodically to allow forconsideration and possible incorporation of new energy efficiency technologies and methods. On June 10, 2015, the CEC adopted the 2016 Building Energy Efficiency Standards, which went into effect on January 1, 2017. On May 9, 2018, the CEC adopted the 2019 Building Energy Efficiency Standards, which will take effect on January 1, 2020. The 2016 Standards improved upon the previous 2013 Standards for new construction of and additions and alterations to residential and nonresidential buildings. Under the 2016 Standards, residential buildings are 28 percent more energy-efficient and nonresidential buildings are five percent more energy efficient than under the 2013 Standards. Buildings that are constructed in accordance with the 2013 Building Energy Efficiency Standards are 25 percent (residential) to 30 percent (nonresidential) more energy efficient than the prior 2008 standards because of betterwindows, insulation, lighting, ventilation systems,and other features. The 2019 standards require solar photovoltaic systems for new homes; establish requirements for newly constructed healthcare facilities; encourage demand-responsive technologies and improving the thermal envelope of residential structures; update indoor and outdoor lighting making maximum use of LED technology in nonresidential buildings; and enable the use of highly efficient air filters to trap hazardous particulates and improve kitchen ventilation systems November 2020 Page 50 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration in residential and nonresidential buildings.' The Project will be constructed in compliance with the CBEES that are current at the time of construction. Under the 2019 standards, homes will use about 53 percent less energy and nonresidential buildings will use about 30 percent less energy than buildings under the 2016 standards. The CBEES updates focus on several key areas to improve the energy efficiency of newly constructed buildings and additions and alterations to existing buildings, and include requirements that will enable both demand reductions during critical peak periods and future solar electric and thermal system installations. Senate Bill 350 SB 350 was signed into law in September 2015 and establishes tiered increases to the Renewable Portfolio Standard-40 percent by 2024, 45 percent by 2027, and 50 percent by 2030. SB 100 was signed into law September 2018 and increased the required Renewable Portfolio Standards. Senate Bill 100 On September 10, 2018, Governor Brown signed SB 100. Under SB 100, the total kilowatt-hours of energy sold by electricity retailers to their end-use customers must consist of at least 50 percent renewable resources by 2026, 60 percent renewable resources by 2030, and 100 percent renewable resources by 2045. SB 100 also establishes a State policy that eligible renewable energy resources and zero-carbon resources supply 100 percent of all retail sales of electricity to California end-use customers and 100 percent of electricity procured to serve all State agencies by December 31, 2045. Under the bill, the State cannot increase carbon emissions elsewhere in the western grid or allow resource shuffling to achieve the 100 percent carbon-free electricity target. State CEQA Guidelines Appendix F Pursuant to Section 15126.2(b), Section 15126.4 (a)(1)(C), and Appendix F of the State CEQA Guidelines, the environmental setting may include "existing energy supplies and energy use patterns in the region and locality." Energy use is analyzed in this document due to the potential direct and indirect environmental impacts associated with the project. Such impacts include the depletion of nonrenewable resources (e.g., oil, natural gas, coal, etc.) and emissions of pollutants during both project construction and operations. Refer to Greenhouse Gas Emissions, Appendix C, for additional regulatory background and environmental setting regarding the project'senergyuse. ' CEC,Efficiency Division. (2018).2019 Building Energy Efficiency Standards Frequently Asked Questions.Retrieved from CEC Website: https://www.energy.ca.govAitle24/2019standards/documents/2018_Title_24_2019_BuiIding Standards_FAQ.pdf.Accessed December 16,2019. November 2020 Page 51 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration Electricity Electricity as a utility is a man-made resource. The production of electricity requires the consumption or conversion of energy resources, including water, wind, oil, gas, coal, solar, geothermal, and nuclear resources, into energy. The delivery of electricity involves a number of system components including substations and transformers that lower transmission line power (voltage) to a level appropriate for on-site distribution and use. The electricity generated is distributed through a network of transmission and distribution lines commonly called a power grid. Conveyance of electricity through transmission lines is typically responsive to market demands. Energy capacity, or electrical power, is generally measured in watts (W) while energy use is measured in watt-hours (Wh). For example, if a light bulb has a capacity rating of 100 W, the energy required to keep the bulb on for one hour would be 100 Wh. If ten 100 W bulbs were on for one hour, the energy required would be 1,000 Wh or one kilowatt-hour (kWh). On a utility scale, a generator's capacity is typically rated in megawatts (MW), which is one million watts, while energy use is measured in megawatt-hours (MWh) or gigawatt-hours (GWh), which is one billion watt-hours. Natural Gas The Southern California Gas Company (SoCalGas), the service provider for the project, services approximately 21 million people in a 20,000-square mile service territory. SoCalGas has four storage fields; Aliso Canyon, Honor Rancho, La Goleta, and Playa del Rey, as well as a combined storage capacity of 134.1 billion cubic feet. According to the CEC, natural gas demand in the SoCalGas service area was 7,431 million therms (or 743,100 million cubic feet) in 2010. The CEC prepared three scenarios for forecasting future growth in natural gas demand between 2012 and 2022: a high-energy demand case, a low-energy demand case, and a mid-energy demand case. The low-demand scenario, which incorporates relatively high economic/demographic growth, relatively low electricity and natural gas rates, and relatively low-efficiency program and self-generation impacts, estimates that natural gas demand in the SoCalGas service area would be 7,951 million therms in 2022 (the latest year in the demand forecast). Natural gas provides almost a third of California's total energy requirements and will continue to be a major fuel in California's energy supply. Only 13.5 percent of the natural gas California used came from in-State production in 2006; the rest was delivered by pipelines from several production areas in the western United States and western Canada. Once the gas arrives in California, it is distributed by the State's three major gas utilities that provide a collective of 98 percent of the State's natural gas. November 2020 Page 52 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration Energy Use Energy use is typically quantified using the British Thermal Unit (BTU). Total energy use in California was 7,966.9 trillion BTU in 2018 (the most recent year for which this specific data is available), which equates to an average of approximately 202 million BTU per capita. Of California's total energy use, the breakdown by sector is 39.8 percent transportation, 23.2 percent industrial, 18.9 percent commercial, and 18.1 percent residential.$ Electricity and natural gas in California are generally used by stationary sources such as residences, commercial sites, and industrial facilities, whereas petroleum use is generally accounted for by transportation-related energy use. a) Result in potentially significant environmental impact due to wasteful, inefficient, or unnecessary consumption of energy resources, during project construction or operation? Less Than Significant Impact. Electricity SCE provides electricity to the project area. Currently, the existing site uses electricity to operate the existing +/-92,000 square foot industrial building. Development of the project may result in an increase in electricity over existing conditions. The increased demand is expected to be adequately served by the existing SCE electrical facilities. Total electricity demand in SCE's service area is forecast to increase by approximately 12,000 GWh—or 12 billion kWh—between 2015 and 2026. The increase in electricity demand from the project would represent an insignificant percent increase compared to overall demand in SCE's service area. Therefore, projected electrical demand would not significantly impact SCE's level of service. It should also be noted that the project design and materials would comply with the 2019 Building Energy Efficiency Standards, which took effect on January 1, 2020. Prior to issuance of a building permit, the City of Tustin Building Division would review and verify that the project plans demonstrate compliance with the current version of the Building and Energy Efficiency Standards. The project would also be required to adhere to the provisions of CALGreen, which establishes planning and design standards for sustainable site development, energy efficiency (in excess of the CEC requirements), water conservation, material conservation, and internal air contaminants. Project development would not interfere with achievement of the 60 percent Renewable Portfolio Standard set forth in SB 100 for 2030 or the 100 percent standard for 2045. These goals apply to SCE and other electricity retailers. As electricity retailers reach these s United States Energy Information Administration. (2020).California State Profile and Energy Estimates.Retrieved from www.eia.gov/state/?sid=CA.Accessed September 21,2020. November 2020 Page 53 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration goals, emissions from end-user electricity use would decrease from current emission estimates. Natural Gas SoCalGas provides natural gas service to the project area. The increased demand is expected to be adequately served by the existing SoCalGas facilities. From 2018 to 2035, residential demand is expected to decline from 236 billion cubic feet (bcf) to 186 bcf, while supplies remain constant at 3.775 billion cubic feet per day (bcfd) from 2015 through 2035. Therefore, the natural gas demand from the proposed project would represent a nominal percentage of overall demand in SoCalGas' service area. The proposed project would not result in a significant impact due to wasteful, inefficient, or unnecessary consumption of energy resources,during project construction oroperation. Fuel During construction, transportation energy use depends on the type and number of trips, vehicle miles traveled, fuel efficiency of vehicles, and travel mode. Transportation energy use during construction would come from the transport and use of construction equipment, delivery vehicles and haul trucks, and construction employee vehicles that would use diesel fuel and/or gasoline. The use of energy resources by these vehicles would fluctuate according to the phase of construction and would be temporary. Most construction equipment would be gas-powered, diesel-powered, or electricity-powered. Impacts related to transportation energy use during construction would be temporary and would not require expanded energy supplies or the construction of new infrastructure; impacts would not be significant. During operations, energy consumption would be associated with facilities operations, visitor, and employee vehicle trips; delivery and supply trucks; and trips by maintenance and repair crews. The project is a warehouse distribution development project near the I- 5 freeway, SR 261,and SR 55, reducing the need to drive long distances to a major highway. Consequently, the proposed project would not result in a substantial demand for energy that would require expanded supplies or the construction of other infrastructure or expansion of existing facilities. Additionally, fuel consumption associated with vehicle trips generated by the proposed project would not be considered inefficient, wasteful,or unnecessary. The proposed project would not result in wasteful, inefficient, or unnecessary consumption of energy resources. Impacts are less than significant, and no mitigation is required. November 2020 Page 54 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration b) Conflict with or obstruct a state or local plan for renewable energy or energy efficiency? No Impact. As discussed in Threshold 4.8 (b), the proposed project would be consistent with the SCAG 2016-2040 Regional Transportation Plan/ Sustainable Communities Strategy (RTP/SCS) and the CARB Scoping Plan. Project design and operation would comply with State Building Energy Efficiency Standards, appliance efficiency regulations, and green building standards. Project development would not cause inefficient, wasteful and unnecessary energy consumption, and no adverse impact would occur. The project is a warehouse distribution development and would generate GHG emissions below SCAQMD post-2020 thresholds (the proposed project generates 5,540 million metric tons of CO2 equivalent per year [MTCO2e/yr]). The proposed project would not conflict with any applicable plan, policy or regulation of an agency adopted to reduce GHG emissions, including Title 24, AB 32, and SB 32; therefore, the project is consistent with AB 32, which aims to decrease emissions statewide to 1990 levels by 2020. Potential impacts are considered less than significant. Cumulative Impacts Construction and operations associated with implementation of the project would result in the consumption of fuel and energy, but it would not do so in a wasteful manner. The consumption of fuel and energy would not be substantial in comparison to statewide electricity, natural gas, gasoline, and diesel demand. New capacity or supplies of energy resources would not be required. Additionally, the project would be subject to compliance with all Federal, State, and local requirements for energy efficiency. The anticipated impacts from the proposed project, in conjunction with cumulative development in the site vicinity, would increase urbanization and result in increased energy consumption. Potential land use impacts are site-specific and require evaluation on a case-by- case basis. Each cumulative project would require separate discretionary approval and CEQA assessment, which would address potential energy consumption impacts and identify necessary mitigation measures,where appropriate. As noted above, the proposed project would not result in significant energy consumption impacts. The proposed project would not be considered inefficient, wasteful, or unnecessary with regard to energy. Thus, the proposed project is not anticipated to result in a significant cumulative impact. Therefore, potential impacts are considered less than significant. November 2020 Page 55 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration GEOLOGYAN®SOILS Potentially Significant Potentially Unless Less Than ENVIRONMENTAL IMPACTS significant Mitigation significant No Issues Issues Incorporated Impact Impact 7. GEOLOGY AN D SOILS.Would the project: a) Directly or indirectly cause potential substantial adverse effects,includingthe risk of loss,injury,or death involving: i) Rupture of a known earthquake fault,as delineated on the most recent Alquist-Priolo Earthquake Fault Zoning Map issued by the State Geologist for the X area or based on othersubstantial evidence of a known fault?Refer to Division of Mines and Geology Special Publication 42. ii) Strong seismic ground shaking? X iii) Seismic-related ground failure,including X liquefaction? iv) Landslides? X b) Result in substantial soil erosion or the lossoftopsoil? X c) Be located on a geologic unit or soil that is unstable,or that would become unstable as result ofthe project, X and potentially result in on-or off-site landslide,lateral spreading,subsidence,liquefaction or collapse? d) Be located on expansive soil,as defined in Table 18-1-B of the Uniform Building Code(1994),creating substantial X director indirect risks to life or property? e) Have soils incapable of adequatelysupporting the use of septic tanks or alternative waste waterdisposal systems where sewers are not available for the disposal of waste X wate r? f) D i re ctly or i n d i rectly d e stroy a u n iq u e pale ontological X resource or site or u n iqu e ge ologica I feature? November 2020 Page 56 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration California Alquist-Priolo Earthquake Fault Zoning Act The Alquist-Priolo Earthquake Fault Zoning Act (Act) was signed into law in 1972 with its primary purpose being to mitigate the hazard of fault rupture by prohibiting the location of structures for human occupancy across the trace of an active fault. The Act requires the State Geologist to delineate "Earthquake Fault Zones" along faults that are "sufficiently active" and "well defined." The Act dictates that cities and counties withhold development permits for projects within an Earthquake Fault Zone within their jurisdiction until geologic investigations demonstrate that the projects are not threatened by surface displacements from future earthquakes. Projects include all land divisions and most structures for human occupancy. State law exempts single-family wood-frame and steel-frame dwellings that are less than three stories and are not part of a development of four units or more. However, local agencies can be more restrictive than the State. Ground Shaking Ground shaking is a general term referring to all aspects of motion of the earth's surface resulting from an earthquake, and is normally the major cause of damage in seismic events. The extent of ground shaking is controlled by the magnitude and intensity of the earthquake, distance from the epicenter, and local geologic conditions. Magnitude is a measure of the energy released by an earthquake; it is assessed by seismographs. Intensity is a subjective measure of the perceptible effects of seismic energy at a given point and varies with distance from the epicenterand local geologic conditions. Ground shaking is the primary cause of damage and injury during earthquakes and can result in surface rupture, liquefaction, landslides, lateral spreading, differential settlement, tsunamis, building failure, and broken gas and other utility lines, leading to fire and other collateral damage. The intensity and severity of ground motion is dependent on the earthquake's magnitude, distance from the epicenter and underlying soil and rock properties. Areas underlain by thick, saturated, unconsolidated soils will experience greater shaking motion than areas underlain by firm bedrock. Seismicity and Seismic Hazards The faulting and seismicity of southern California is dominated by the San Andreas Fault zone. The zone separates two of the major tectonic plates that comprise the earth's crust.The Pacific Plate lies west of the fault zone. This plate is moving in a northwesterly direction relative to the North American Plate, which lies east of the fault zone. This relative movement between the two plates is the driving force of fault ruptures in western California. There are numerous faults in southern California that are categorized as active, potentially active, and inactive. A fault is classified as active by the state if it has either moved during the Holocene epoch (during the last 11,000 years) or is included in an Alquist-Priolo Earthquake Fault zone (as November 2020 Page 57 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration established by the California Geological Survey [CGS]). A fault is classified as potentially active if it has experienced movement within the Quaternary period (during the last 1.6 million years). Faults that have not moved in the last 1.6 million years generally are considered inactive. The severity of an earthquake generally is expressed in two ways—magnitude and intensity. The energy released, as measured on the Moment Magnitude (MW) scale, represents the magnitude of an earthquake. The intensity of an earthquake is measured by the Modified Mercalli Intensity (MMI) scale, which emphasizes the seismic response at a subject site and measures ground-shaking severity according to damage done to structures, changes in the earth surface, and personal accounts. Earthquake Induced Liquefaction Liquefaction is the sudden loss of soil shear strength and sudden increase in pore water pressure caused by shear strains, as could result from an earthquake. Research has shown that saturated, loose to medium-dense sands with a silt content less than about 25 percent and located within the top 40 feet are most susceptible to liquefaction and surface rupture/lateral spreading. These zones delineate regional susceptibility and can vary greatly due to groundwater level changes. Landslides Shaking during an earthquake may lead to seismically induced landslides, especially in areas that have previously experienced landslides or slumps, in areas of steep slopes, or in saturated hillsides. The City is generally flat and not at risk from the threat of landslides. Potential areas where seismically-induced landslides could occur are in the north portion of the City. Surface Fault Rupture Potential Rupture of the surface during an earthquake generally is limited to the narrow strip of land immediately adjacent to the fault on which the earthquake is occurring. Surface fault rupture may occur suddenly during an earthquake or slowly in the form of fault creep and almost always follows pre-existing faults, which are zones of weakness. Secondary surface faulting can be triggered by aquifer compaction and subsidence or by the effects of strong groundshaki ng triggering a slip on neighboring faults. Not all earthquakes will result in surface rupture and the Alquist-Priolo Earthquake Fault Zone Act initiated a statewide program to identify fault zones that are susceptible to surface rupture. Soil Erosion Erosion refers to the removal of soil from exposed bedrock surfaces by water or wind. The effects of erosion are intensified with an increase in slope (as water moves faster, it gains momentum to carry more debris), the narrowing of runoff channels (which increases the velocity of water), and by the removal of groundcover(which leaves the soil exposed to erosive November 2020 Page 58 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration forces). Surface improvements, such as paved roads and buildings, decrease the potential for erosion on-site, but can increase the rate and volume of runoff, potentially causing off-site erosion. Subsidence Soil subsidence at the land surface can result from both natural and man-made phenomena. Natural phenomena that may induce subsidence include tectonic deformation and seismically induced settlements (liquefaction); soil consolidation; oxidation or dewatering of organic-rich soils; and collapse of subsurface cavities. Human activities that may help induce subsidence include decreases in pore pressure caused by the excessive withdrawal of subsurface fluids (pumping), including water and hydrocarbons. Soil Settlement Soil settlement is the condition where soils deform in a vertical direction when a vertical load is placed on top of it. The compression of the soil bed by the vertical load results from the characteristics of the soil particles that are contained in the soil bed, as the spaces that are filled with either air or water between the soil particles are squeezed out. Expansive Soils Expansive soils are common throughout California and can cause damage to foundations and slabs, separation of masonry, or failure of paved surfaces unless properly treated during construction. Expansive soil conditions could cause damage to facility components if they are not designed with proper engineering and grading practices. The hazard for expansive behavior is considered a low risk for alluvial fan locations because soils in these areas are frequently saturated and generally do not contain clay-sized particles. A Geotechnical Investigation was prepared for the proposed project by Geotechnical Professionals Inc. (September 2019). The report is provided in Appendix B; the results and conclusions of the report are summarized herein. a) Directly or indirectly cause potential substantial adverse effects, including the risk of loss, injury, or death involving: i) Rupture of a known earthquake fault, as delineated on the most recent Alquist- Priolo Earthquake Fault Zoning Map issued by the State Geologist for the area or based on other substantial evidence of a known fault? Refer to Division of Mines and Geology Special Publication 42. Less Than Significant Impact. The nearest Alquist-Priolo fault zone is the San Joaquin Hills Fault approximately 2.25 miles from the project site. Based on the Geotechnical Investigation, the proposed project site is not located within an Alquist-Priolo Special Studies Zone and there are no known faults crossing or projecting toward the project November 2020 Page 59 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration site. Therefore, ground rupture due to faulting is considered unlikely at this project site. The possibility of significant fault rupture on the project site is considered to be less than significant and no mitigation is required. ii) Strongseismic groundshaking? Less Than Significant Impact. Refer to Response 7 a-i, above. Due to the strong natural seismic activity of southern California, all structures, including the proposed project, are exposed to potential strong seismic ground shaking through their lifespan. However, design and construction conformance with the latest California Building Code (CBC) would minimize the potential of strong seismic ground shaking impacts. The CBC was adopted by all municipalities within southern California on January 1, 2017. The CBC provides procedures for earthquake-resistant structural design that include considerations for on-site soil conditions, occupancy, and the configuration of the structure including the structural system and height. With conformance to the CBC, a less than significant impact from ground shaking would occur. iii, and iv) Seismic-related ground failure, including liquefaction?And Landslides? Less Than Significant Impact. Liquefaction is a phenomenon in which saturated cohesionless soils undergo a temporary loss of strength during severe ground shaking and acquire a degree of mobility sufficient to permit ground deformation. In extreme cases, the soil particles can become suspended in groundwater, resulting in the soil deposit becoming mobile and fluid-like. Liquefaction is generally considered to occur primarily in loose to medium dense deposits of saturated sandy soils. Thus, three conditions are required for liquefaction to occur: (1) a sandy soil of loose to medium density; (2) saturated conditions; and (3) rapid, large strain, cyclic loading, normally provided by earthquake motions. According to the Geotechnical Investigation prepared for the project, the project site is located within an area mapped by the State of California as having a potential for soil liquefaction. Groundwater was encountered at depths of 11 to 19 feet during the geotechnical investigation for the project site. Historical groundwater levels at the project site are estimated to be approximately 12 to 13 feet below the ground surface at the project site. The potential for liquefaction was evaluated in the Geotechnical Investigation. The materials encountered below the shallow groundwater depth of 11 feet consisted primarily of firm to very stiff clays with minor lenses of medium dense to dense sands and gravels up to depths of 20 feet in select explorations and medium dense to dense sands, silty sands, and clayey sands interbedded with the clays below depths of 35 feet. Overall, the natural soils exhibited low to moderate strength and moderate to high compressibility characteristics. Based on the evaluation, the total and differential (across November 2020 Page 60 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration a 60-foot span) liquefaction-induced settlement is anticipated to be less than %-inch. As such, the potential for soil liquefaction and the resulting settlement to adversely affect the proposed project is considered to be low. Therefore, impacts from liquefaction are considered less than significant. Landslides are mass movements of the ground that include rock falls, relatively shallow slumping and sliding of soil, and deeper rotational or transitional movement of soil or rock. The project site consists of developed land. According to the City's General Plan Figure COSR-1, Hazard Planning Areas, the project site is not located within an area susceptible to landslides9. Therefore, there would be no impact from landslides on the proposed project and no mitigation is required. b) Result in substantial soil erosion or the loss of topsoil? Less Than Significant Impact. Short-term Construction Impacts Grading during the construction phase of the proposed project would displace soils and temporarily increase the potential for soils to be subject to wind and water erosion. However, erosion and loss of topsoil would be controlled using standard erosion control practices during construction. Accordingly, the proposed project would be required to prepare a Stormwater Pollution Prevention Plan (SWPPP) under the National Pollutant Discharge Elimination System (NPDES) General Construction Permit to implement Best Management Practices (BMPs) to minimize stormwater runoff during construction. Adherence to the SWPPP with the recommendations of the Preliminary Water Quality Management Plan prepared for the proposed project would reduce possible impacts related to the erosion to less than significant. No mitigation is required. Long-term Operational Impacts Following construction of the project, ground surfaces would be covered by the proposed warehouse distribution building, landscape and paving. Runoff from the north portion of the building and the north truck loading dock area will drain to catch basins located in the truck loading dock. A proposed storm drain will convey runoff around the building and connect to the existing 18" lateral line and subsequently the existing 54" storm drain located at the west property boundary. Flows from the western parking lot and drive aisle will drain to a catch basin located in the parking lot. The catch basin will also convey runoff to the existing the 54" storm drain. Flows from the southern half of the building and the southern truck loading dock area will drain to catch basins located in s City of Tustin. (2018).City of Tustin General Plan,Figure COSR-1.Retrieved from https://tustinca.org/396/General-Pl@nAccessed September 22,2020. November 2020 Page 61 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration the truck loading dock area. Landscape frontage along Myford Road will be collected by area drains and routed to the same southern truck loading dock area storm drain. The eastern parking lot also drains to a proposed catch basin and the same 54"existing storm drain on the west side of the property. Before the on-site flows discharge off-site, low flows will be diverted to proposed proprietary biofiltration systems.10 Therefore, the potential for substantial soil erosion or the loss of topsoil is considered less than significant. c, d) Be located on a geologic unit or soil that is unstable, or that would become unstable as a result of the project, and potentially result in on- or off-site landslide, lateral spreading, subsidence, liquefaction or collapse?And be located on expansive soil, as defined in Table 18-1-B of the Uniform Building Code (1994), creating substantial direct or indirect risks to life or property? Less Than Significant Impact. The City's General Plan Safety Element Figure COSR-1, Hazard Planning Areas, in the City's General Plan Safety Element depicts areas in the City which require special planning considerations to avoid potential geologic hazards. The project site is not located in an area identified as either having high liquefaction potential or probable bedrock landslides. The Geotechnical Investigation for the proposed project site found impacts due to liquefaction to be less than significant. There would be no impacts from landslides because the proposed project site is flat and is not located near any areas with steep topography that would be susceptible to landslides. However, the proposed project consists of soils that are made up of highly expansive clays. As described in PDF GEO-A, the project shall incorporate recommendations included in the Geotechnical Investigation prepared for the project by Geotechnical Professionals Inc. (September 2019) into design and construction of the project site. Compliance with the recommendations of the geotechnical investigation would reduce impacts associated with consolidation and collapse to less than significant. e) Have soils incapable of adequately supporting the use of septic tanks or alternative waste water disposal systems where sewers are not available for the disposal of waste water? No Impact. No septic tanks would be used as part of the proposed project. The project would connect to the City's existing sanitary sewer system for wastewater disposal. Thus, no impacts associated with the use of septic tanks would occur as part of the proposed project's implementation and no mitigation is required. io Thienes Engineering,Inc.(2020). Preliminary Water Quality ManagementPlan. November 2020 Page 62 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration f) Directly or indirectly destroy a unique paleontological resource or site or unique geological feature? Potentially Significant Unless Mitigation Incorporated. The Geotechnical Investigation prepared for the project does not identify the presence of any unique geological features on the project site. Furthermore, the City's General Plan does not identify any unique geological features within the City. Thus, the proposed project would not directly or indirectly destroy a unique geological feature. Figure COSR-2, Important Natural Resources, in the City's General Plan Conservation/Open Space/Recreation Element does not identify the project site in an area of high paleontologic sensitivity. However, per Mitigation Measure CUL-1, prior to the commencement of grading activities, a County- certified paleontologist would be retained by the Applicant prior to conduct salvage excavation of unique paleontological resources if they are found. Further, Mitigation Measure CUL-2 would require the Applicant to comply with the requirements established in a Paleontological Resource Management Plan (PRIMP) prepared for the site, which would detail the methods to be used for surveillance of construction grading, assessing finds, and actions to be taken in the event that unique paleontological resources are found. While fossils are not expected to be discovered during construction, it is possible that significant fossils could be discovered during excavation activities, even in areas with a low likelihood of occurrence. Fossils encountered during excavation could be inadvertently damaged. If a unique paleontological resource is discovered, the impact to the resource could be significant. Implementation of Mitigation Measures CUL-1 and CUL-2 would be required to reduce this potential impact to a level of less than significant level. Mitigation Measure See Mitigation Measures CUL-1 and CUL-2 in Section 4.5, Cultural Resources. Cumulative Impacts The potential cumulative impact related to earth and geology is typically site specific. The analysis herein determined that the proposed project would not result in any significant impacts related to landform modification, grading, or the destruction of a geologically significant landform or feature. Moreover, existing State and local laws and regulations are in place to protect people and property from substantial adverse geological and soils effects, including fault rupture, strong seismic ground shaking, seismic-induced ground failure (including liquefaction), and landslides. Existing laws and regulations also protect people and property from adverse effects related to soil erosion, expansive soils, loss of topsoil, development on an unstable geologic unit or soil type that could result in on- or off-site landslides, lateral spreading, subsidence, liquefaction, or collapse. These existing laws and regulations, along with project design features, would render potentially adverse geological and November 2020 Page 63 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration soil effects of the proposed project to a level considered less than significant. Moreover, these existing laws and regulations also ensure that past, present, and reasonably foreseeable future projects in the City of Tustin and surrounding region do not result in substantial adverse geological and soils effects. As a result, the existing legal and regulatory framework would ensure that the incremental geological and soils effects of the proposed project would not result in greater adverse cumulative effects when considered together with the effects of other past, present, and reasonably foreseeable future projects in the region. The impacts of the proposed project-related to geology and soils would be less than cumulatively considerable. November 2020 Page 64 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration GREENHOUSE GAS EMISSIONS Potentially Significant Potentially Unless Less Than ENVIRONMENTAL IMPACTS significant Mitigation significant No Issues Issues Incorporated Impact Impact 8. GREEN HOUSE GAS EMISSIONS.Would the project: a) Generate greenhouse gas emissions,either directly or indirectly,that may have a significant impact on the X environment? b) Conflict with an applicable plan,policy or regulation adopted for the purpose of reducing the emissionsof X greenhouse gases? The following analysis is based on the Greenhouse Gas Emissions Assessment prepared by Kimley-Horn and Associates dated April 2020 and included as Appendix C. a) Generate greenhouse gas emissions, either directly or indirectly, that may have a significant impact on the environment? Less Than Significant Impact. Short-Term Construction Greenhouse Gas Emissions The project would result in direct emissions of GHGs from construction. The approximate quantity of daily GHG emissions generated by construction equipment utilized to build the project is depicted in Table 10: Construction-Related Greenhouse Gas Emissions. Table 10: Construction-Related Greenhouse Gas Emissions Category MTCO2e Construction 1,263.66 30-Year Amortized Construction 42.12 Source:CaIEEMod version 2016.3.2.Referto Appendix C for model outputs. As shown, the project would result in the generation of approximately 1,263.66 MTCO2e over the course of construction. Construction GHG emissions are typically summed and amortized over the lifetime of the project (assumed to be 30 years), then added to the operational emissions11. The amortized project construction emissions would be 42.12 MTCO2e per year. Once construction is complete, the generation of these GHG emissions would cease. The project lifetime is based on the standard 30-year assumption of the South Coast Air Quality Management District (South Coast Air Quality Management District, Minutes forthe GHG CEQA Significance Threshold Stakeholder Working Group#13, August 26,2009). November 2020 Page 65 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration Long-Term Operational Greenhouse Gas Emissions Operational or long-term emissions occur over the life of the project. GHG emissions would result from direct emissions such as project generated vehicular traffic, on-site combustion of natural gas, and operation of any landscaping equipment. Operational GHG emissions would also result from indirect sources, such as off-site generation of electrical power, the energy required to convey water to, and wastewater from the project, the emissions associated with solid waste generated from the project, and any fugitive refrigerants from air conditioning or refrigerators. Total GHG emissions associated with the project are summarized in Table 11: Project Greenhouse Gas Emissions. The project is a speculative warehouse and the modeled emissions are based on the conservative assumption that the project would be occupied by a High-Cube Fulfillment Center Warehouse (ITE code 155), which has the highest trip generation rate among potential users for the site. Per the project Transportation Impact Analysis, using the High-Cube Fulfillment Center Warehouse trip generation rate, the project would generate 1,802 daily vehicle trips with approximately 8.8 percent trucks. However,a future tenant could have operations that would generate fewer emissions.As shown in Table 11, using conservative trip generation assumptions that do not take credit for the 160 trips generated by the existing industrial use, the project would potentially generate a maximum of approximately 5,539.93 MTCO2e annually from both construction and operations and the project-related GHG emissions would not exceed the SCAQMD's 10,000 MTCO2e per year threshold. Therefore, impacts would be less than significant. Table 11: Project Greenhouse Gas Emissions Emissions Source MTCO2e per Year Construction Amortized Over 30 Years 42.12 Area Source 0.01 Energy 298.13 Mobile 4,836.17 Off-road 35.20 Waste 104.12 Water and Wastewater 224.18 Total 5,539.93 SCA QMD Threshold 10,000 Exceeds Threshold? No Source:CaIEEMod version 2016.3.2.Refer to Appendix C for model outputs. November 2020 Page 66 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration b) Conflict with an applicable plan, policy or regulation adopted for the purpose of reducing the emissions of greenhouse gases? Less Than Significant Impact. SCAG RTP/SCS Consistency On April 7, 2016, the SCAG Regional Council adopted the 2016-2040 Regional Transportation Plan/Sustainable Communities Strategy (RTP/SCS). The RTP/SCS is a long- range visioning plan that balances future mobility and housing needs with economic, environmental, and public health goals. The RTP/SCS embodies a collective vision for the region's future and is developed with input from local governments, county transportation commissions, tribal governments, nonprofit organizations, businesses, and local stakeholders in the counties of Imperial, Los Angeles, Orange, Riverside, San Bernardino, and Ventura. SCAG's RTP/SCS establishes GHG emissions goals for automobiles and light-duty trucks for 2020 and 2035 as well as an overall GHG target for the project region consistent with both the target date of AB 32 and the post-2020 GHG reduction goals of Executive Orders 5-03-05 and B-30-15. The RTP/SCS contains over 4,000 transportation projects, ranging from highway improvements, railroad grade separations, bicycle lanes, new transit hubs and replacement bridges. These future investments were included in county plans developed by the six county transportation commissions and seek to reduce traffic bottlenecks, improve the efficiency of the region's network, and expand mobility choices for everyone. The RTP/SCS is an important planning document for the region, allowing project sponsors to qualify for federal funding. The plan accounts for operations and maintenance costs to ensure reliability, longevity, and cost effectiveness. The RTP/SCS is also supported by a combination of transportation and land use strategies that help the region achieve state GHG emissions reduction goals and Federal Clean Air Act (FCAA) requirements, preserve open space areas, improve public health and roadway safety, support our vital goods movement industry, and utilize resources more efficiently. GHG emissions resulting from development-related mobile sources are the most potent source of emissions, and therefore project comparison to the RTP/SCS is an appropriate indicator of whether the project would inhibit the post- 2020 GHG reduction goals promulgated by the state. The project's consistency with the RTP/SCS goals is analyzed in detail in Table 12: Regional Transportation Plan/Sustainable Communities Strategy Consistency. Compliance with applicable State standards would ensure consistency with State and regional GHG reduction planning efforts. The goals stated in the RTP/SCS were used to determine consistency with the planning efforts previously stated. As shown in Table 12, the proposed project would be consistent with the stated goals of the RTP/SCS. November 2020 Page 67 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration Therefore, the proposed project would not result in any significant impacts or interfere with SCAG's ability to achieve the region's post-2020 mobile source GHG reduction targets. Table 12: Regional Transportation Plan/Sustainable Communities Strategy Consistency SCAG Goals Compliance GOAL 1: Align the plan investments and policies N/A: This is nota project-specific policy and is with improving regional economic therefore notapplicable. development and competitiveness. GOAL 2: Maximize mobility and accessibility for N/A: Although this project is not a all people and goods in the region. transportation improvement project, the project is located near existing transit routes on Myford Road,WalnutAven ue, and access to 1-5. GOAL 3: Ensure travel safetyand reliabilityfor all N/A: This is nota transportation improvement people and goods in the region. project and is therefore not applicable. GOAL4: Preserve and ensure a sustainable N/A: This is nota transportation improvement regional transportation system. project and is therefore not applicable. GOAL 5: Maximize the productivity of our N/A: This is nota transportation improvement transportation system. project and is therefore not applicable. GOAL 6: Protect the environment and health of Consistent: The reduction of energy use, our residents by improving air quality improvement of air quality, and and encouraging active transportation promotion of more environmentally (e.g.bicycling and walking). sustainable development are encouraged through the development of alternative transportation methods, green design techniques for buildings, and other energy-reducing techniques. This development project is required to comply with the provisions of the California Building Energy Efficiency Standards and the Green Building Standards Code(CALGreen). GOAL 7: Actively encourage and create incentives N/A: This is not a project-specific policy a n d is for ene rgyefficiency,where possible. therefore not applicable. GOAL 8: Encourage land use and growth patterns Consistent: The project is located within a relatively that facilitate transit as well as non- shortwalking distance to local busroutes. motorized transportation. GOAL 9: Maximize security of transportation N/A: This is nota transportation improvement system through improved system project and is therefore not applicable. monitoring,rapid recovery planning,and coordination with other security agencies. Source:Southern California Association of Governments,Regional Transportation Plan/Sustainable Communities Strategy,2016. November 2020 Page 68 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration The goals stated in the RTP/SCS were used to determine consistency with the planning efforts previously stated. As shown in Table 13, the project would be consistent with the stated goals of the RTP/SCS and the CARB Scoping Plan. Therefore, the project would not result in any significant impacts or interfere with SCAG's ability to achieve the region's post-2020 mobile source GHG reduction targets. Consistency with the CARB Scoping Plan The California State Legislature adopted AB 32 in 2006. AB 32 focuses on reducing GHGs (CO2, CH4, NOx, HFCs, PFCs, and SF6) to 1990 levels by the year 2020. Pursuant to the requirements in AB 32, CARB adopted the Climate Change Scoping Plan (CCSP) in 2008, which outlines actions recommended to obtain that goal. The CCSP provides a range of GHG reduction actions that include direct regulations, alternative compliance mechanisms, monetary and non-monetary incentives, voluntary actions, market-based mechanisms such as the cap-and-trade program, and an AB 32 implementation fee to fund the program. As shown in Table 13: Project Consistency with Applicable CARB Scoping Plan Measures, the project is consistent with most of the strategies, while others are not applicable to the project. The 2017 CCSP Update identifies additional GHG reduction measures necessary to achieve the 2030 target. These measures build upon those identified in the first update to the CCSP in 2013. Although a number of these measures are currently established as policies and measures, some measures have not yet been formally proposed or adopted. It is expected that these actions to reduce GHG emissions will be adopted as required to achieve statewide GHG emissions targets. As such, impacts related to consistency with the Scoping Plan would be less than significant. Table 13: Project Consistency with Applicable CARB Scoping Plan Measures Scoping Plan Scoping Plan Implementing Sector Measure Regulations Project Consistency Transportation California Cap-and- Regulation for the Consistent.The Cap-and-Trade Program applies Trade Program California Cap on to large industrial sources such as powerplants, Linked to Western GHG Emissions and refineries, and cement manufacturers. Climate Initiative Market-Based However, the regulation indirectly affects Compliance people who use the products and services Mechanism October produced by these industrial sources when 20,2015(CCR 95800) increased cost of products or services(su ch as electricity and fuel) are transferred to the consumers.The Cap-and-Trade Program covers the GHG emissions associated with electricity consumed in California,generated in-state or imported. Accordingly, GHG emissions associated with CEQA projects'electricity usage are covered bythe Cap-and-Trade Program.The Cap-and-Trade Program also covers fuel suppliers natural gas and propane fuel November 2020 Page 69 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration Scoping Plan Scoping Plan Implementing Sector Measure Regulations Project Consistency providers and transportation fuel providers) to address emissions from such fuels and combustion of other fossil fuels not directly covered at large sources in the Program's first compliance period. California Light-Duty Pavley 12005 Consistent. This measure applies to all new Vehicle GHG Regulationsto vehicles starting with model year 2012. The Standards Control GHG project would not conflict with its Emissionsfrom implementation as it would apply to all new Motor Vehicles passenger vehicles purchased in California. Pavley12005 Passenger vehicles,model year 2012 and late r, Regulationsto associated with construction and operation of Control GHG the project would be required to complywith Emissionsfrom the Pavley emissions standards. Motor Vehicles 2012 LEV III Consistent. The LEV III amendments provide California GHG and reductions from newvehicles sold in Califo r nia Criteria Pollutant between 2017 and 2025. Passenger vehicles Exhaustand associated with the site would complywith LEV Evaporative Emission III standards. Standards Low Carbon Fuel 2009 readopted in Consistent. This measure applies to Standard 2015.Regulationsto transportation fuels utilized by vehicles in Achieve GHG California.The projectwould notconflict with Emission Reductions implementation ofthismeasure.Motorvehicles Subarticle 7.Low associated with construction and operation of Carbon Fuel the project would utilize low carbon Standard CCR 95480 transportation fuels as required under this measure. Regional SB 375.Cal.PRC§ Consistent. The project would provide Transportation- 21155,21155.1, development in the region that is consistent Related GHG Targets. 21155.2,21159.28 with the growth projections in the RTP/SCS. Goods Movement Goods Movement Not applicable.The project does not propose Action Plan January any changes to maritime, rail, or intermodal 2007 facilities or forms of transportation. Medium/Heavy-Duty 2010 Amendments Consistent. This measure applies to medium Vehicle to the Truck and Bus and heavy-duty vehicles that operate in the Regulation,the state. The project would not conflict with Drayage Truck implementation of this measure.Med ium and Regulation and the heavy-duty vehicles associated with Tractor-TrailerGHG construction and operation of the projectwould Regulation be requiredto complywith the requirements of this regulation. High-Speed Rail Funded under SB 862 Not applicable.This is a statewide measurethat cannot be implemented by a projectapplica nt or Lead Agency. Electricity and Energy Efficiency Title 20 Appliance Consistent.The projectwould notconflictwith Natural Gas Efficiency Regulation implementation of this measure. The project Title 24 Part Energy would complywith the latest energyefficien cy EfficiencyStandards standards. November 2020 Page 70 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration Scoping Plan Scoping Plan Implementing Sector Measure Regulations Project Consistency for Residential and Non-Residential Building Title 24 Part 11 California Green Building Code Standards Renewable Portfolio 2010 Regulation to Consistent.The projectwould obtain electricity Standard/Renewable Implementthe from the electric utility, Southern California Electricity Standard. Renewable Electricity Edison(SCE).In 2018 SCEobtained42 percent Standard(33%2020) of its power supply from renewable sources, Million Solar Roofs SB 350 Clean Energy including large hydroelectric projects. Program and Pollution Therefore, the utility would provide power Reduction Actof when needed on site that is composed of a 2015(50%2030) greater percentage of renewable sources. Million Solar Roofs Tax Incentive Consistent. This measure is to increase solar Program Program throughout California,which is being done by various electricity providers and existing solar programs.The program provides incentives that are in place atthe time of construction. Water Water Title 24 Part 11 California Green Building Code Consistent.The project would comply with the Standards CalGreen standards, which requires a 20 SBX7-7—The Water percent reduction in indoor water use. The Conservation Act of project would also comply with the City's 2009 Water-Efficient Landscaping Regulations Model Water (Chapter 7 of the Tustin Municipal Code). Efficient Landscape Ordinance Green Green Building Title 24 Part 11 Consistent.The State is to increase the use of Buildings Strategy California Green green building practices. The project would Building Code implement required green building strategies Standards through existing regulation that requires the project to comply with various CalGreen requirements. The project includes sustainability design features that support the Green Building Strategy. Industry Industrial Emissions 2010 CARB Not applicable. The Mandatory Reporting Mandatory Regulation requiresfacilities and entities with Reporting Regulation more than 10,000MTCOzeofcombustion and process emissions, all facilities belonging to certain industries,and all electricpower entities to submitan annual GHG emissions data report directly to CARB.As shown above,total proje ct GHG emissions would not exceed the 10,000 MTCOze threshold. Therefore,this regulation would notapply. Recyclingand Recyclingand Waste Title 24 Part 11 Consistent.The projectwouldnotconflictwith Waste California Green implementation of these measures.The project November 2020 Page 71 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration Scoping Plan Scoping Plan Implementing Sector Measure Regulations Project Consistency Management Building Code is requiredto achieve the recycling mandates Standards via compliance with the CALGreen code.The AB 341 Statewide 75 City has consistently achieved its state recycling Percent Diversion mandates. Goal Forests Sustainable Forests Cap and Trade Offset Not applicable. The project is in an area Projects designated for urban uses. No forested lands existon-site. High Global High Global Warming CARB Refrigerant Consistent. The regulations are applicable to Warming Potential Gases Management refrigerants used by large air conditioning Potential Program CCR 95380 systems and large commercial and industrial refrigerators and cold storage system. The projectwould not conflict with the refrigerant management regulations adopted byCARB. Agriculture Agriculture Cap and Trade Offset Not applicable. The project site is designated Projects for Livestock for urban development.No grazing,feedlot, or and Rice Cultivation other agricultural activities that generate manure occur currently exist on-site or are proposedto be implemented bythe project. Source:California Air Resources Board,California's 2017 Climate Change Scoping Plan,November 2017 and CA RB, Climate Change Scoping Plan,December 2008. As seen in Table 12 and Table 13, the project would be consistent with all applicable plan goals. In addition, the project would include several sustainable design features that would help reduce GHG emissions. As shown in Table 11, with mitigation the project is estimated to emit approximately 5,539.93 MTCO2e per year directly from on-site activities and indirectly from off-site motor vehicles. The GHG emissions caused by long- term operation of the project would be less than significant. Regarding goals for 2050 under Executive Order S-3-05, at this time it is not possible to quantify the emissions savings from future regulatory measures, as they have not yet been developed; nevertheless, it can be anticipated that operation of the project would comply with all applicable measures are enacted that state lawmakers decide would lead to an 80 percent reduction below 1990 levels by 2050. Cumulative Impacts Climate change is a global problem. GHGs are global pollutants, unlike criteria air pollutants and TACs, which are pollutants of regional and local concern. Whereas pollutants with localized air quality effects have relatively short atmospheric lifetimes (about 1 day), GHGs have much longer atmospheric lifetimes of 1 year to several thousand years that allow them to be dispersed around the globe. It is generally the case that an individual project of this size and nature is of insufficient magnitude by itself to influence climate change or result in a substantial contribution to the November 2020 Page 72 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration global GHG inventory. GHG impacts are recognized as exclusively cumulative impacts;there are no non-cumulative GHG emission impacts from a climate change perspective. The additive effect of project-related GHGs would not result in a reasonably foreseeable cumulatively considerable contribution to global climate change. In addition, the project as well as other cumulative related projects would also be subject to all applicable regulatory requirements, which would further reduce GHG emissions. As shown in Table 12 and Table 13, the project would not conflict with the RTP/SCS applicable CARB Scoping Plan Measures. As a result, the project would not conflict with any GHG reduction plans including the CARB Scoping Plan. Therefore, the project's cumulative contribution of GHG emissions would be less than significant and the project's cumulative GHG impacts would also be less than cumulatively considerable. November 2020 Page 73 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration HAZARDS AND HAZARDOUS MATERIALS Potentially Significant Potentially Unless Less Than ENVIRONMENTAL IMPACTS Significant Mitigation Significant No Issues Issues Incorporated Impact Impact 9. HAZARDS AND HAZARDOUS MATERIALS.Would the project: a) Create a significant hazard to the publicor the environment through the routine transport,use,or X disposal of hazardous materials? b) Create a significant hazard to the publicor the environment through reasonably foreseeable upset and X accident conditions involving the release of hazardous materials into the environment? c) Emit hazardous emissions or handle hazardous or acutely hazardous materials,substances,or waste within X one-quarter mile of an existing or proposed school? d) Be located on a site which is included on a list of hazardous materials sites compiled pursuantto Government Code Section 65962.5 and,as a result, X would it create a significant hazard to the public or the environment? e) For a project located within an airport land use plan or, where such a plan has not been adopted,within two miles of a public airport or public use airport,wouldthe X project result in a safety hazard or excessive noise for people residing or working in the project area? f) Impair implementation of or physically inte rfe re with an adopted emergency response plan or emergency X evacuation plan? g) Expose people or structures,either directly or indirectly, to a significant risk of loss,injury or death involving X wildland fires? A Phase I Environmental Site Assessment was prepared for the proposed project by Avocet Environmental, Inc. on October 23, 2019. A Soil Vapor Assessment was also prepared by Avocet Environmental, Inc on November 15, 2019 for the project site. In addition, ATC Group Services LLC prepared an Asbestos and Lead Demolition Survey Report July 2, 2019forthe AT&T Building located on the project site. These reports are summarized below and is provided in Appendix D of this document. November 2020 Page 74 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration a, b) Create a significant hazard to the public or the environment through the routine transport, use, or disposal of hazardous materials?And, create a significant hazard to the public or the environment through reasonably foreseeable upset and accident conditions involving the release of hazardous materials into the environment? Less than Significant Impact. Short-Term Construction Impacts An Asbestos and Lead Demolition Survey was conducted in July 2019 for the project site. Asbestos was identified in the some of the building materials in the existing building on the project site such as roof mastic and mastic within the mezzanine. Similarly, lead- based paint (LBP) was identified in several of the paints used throughout the building. Demolition of the on-site building has the potential to cause airborne asbestos and LBP concentrations that would exceed Federal and State thresholds and may pose an exposure risk for construction workers. Therefore, asbestos and LBP building materials would be removed or stabilized prior to demolition as part of PDF HAZ-A identified in Section 2.0, Description of Proposed Project above. In compliance with PDF HAZ-A and all applicable Federal, State, and regional regulations regarding asbestos and LBP removal, the impact would be less than significant. During project construction, potentially hazardous materials would be handled on-site. These materials would include gasoline, diesel fuel, lubricants, and other petroleum- based products used to operate and maintain construction equipment. Handling of these potentially hazardous materials would be temporary and would coincide with the short- term construction phase. Although these materials could be stored on-site, storage would be required to comply with the guidelines established by the manufacturer's recommendations. Consistent with federal, state, and local requirements, transport, removal, and disposal of hazardous materials from the project site would be conducted by a permitted and licensed service provider. Any handling, transport, use, or disposal would comply with all applicable federal, state, and local agencies and regulations, including the EPA, the California Department of Toxic Substances Control (DTSC), the California Occupational Safety and Health Administration (Cal/OSHA), Caltrans, the Resource Conservation and Recovery Act, and the Orange County Health Care Agency (the Certified Unified Program Agencyfor Orange County). Long-Term Operational Impacts Once the proposed project is constructed, hazardous materials would be limited to those associated with a warehouse facility. These include cleaners, paints, solvents; and fertilizers and pesticides for site landscaping. Because these materials are used in very limited quantities, they are not considered a hazard to the public. Adherence to federal, November 2020 Page 75 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration State, and local health and safety requirements regarding these substances would preclude potential impacts. No mitigation is required. Phase I Environmental Site Assessment Findings The site is currently owned and occupied by AT&T (formerly Pacific Bell) and consists of two lots fronting onto Myford Road. The southernmost lot features an industrial building with a footprint of approximately ±92,000 square feet and the northernmost is an employee parking lot and existing cellular tower. AT&T uses the site for administrative operations, job training, storage of field equipment and supplies, and storage and maintenance of fleetvehicles. Historical aerial photographs show that the project site and much of the surrounding area was agricultural until the early 1970s. The southernmost portion of the project site was first developed in or around 1976 by Tungsten Carbide Manufacturing (TCM), which used it to manufacture drilling equipment and tools for the oil exploration industry. TCM later became Smith International, Inc. Based on permits issued by the SCAQMD, equipment used in TCM's manufacturing operations through the 1980s included at least four ovens, two grinding and drying systems, a spray booth, and a degreaser. In addition, TCM also stored waste oil in a 300-gallon underground storage tank (UST) and operated two industrial wastewater clarifiers, all of which were located outside the southwest wall of the building. The two clarifiers were used to remove solids from waste and process water prior to discharge to the sanitary sewersystem. In August 1986, TCM removed the waste oil UST and observed oily water and discolored soil with a strong hydrocarbon odor in the tank excavation. Approximately 100 gallons of oily water were reportedly removed from the tank excavation and transferred to 55- gallon drums for disposal. Soil samples collected from the UST excavation contained elevated concentrations of total petroleum hydrocarbons (TPH) and detectable concentrations of chlorinated volatile organic compounds (VOCs), notably tetrachloroethylene (PCE), trichloroethylene (TCE), 1,1,1-trichlorethane (1,1,1-TCA), and degradation byproducts 1,1-dichoroethane (1,1-DCA), 1,1-dichoroethylene (1,1-DCE), and cis-1,2-dichloroethylene (cis-1,2-DCE). Subsequent soil and groundwater investigations indicated that the chlorinated VOCs had likely leaked from the two wastewater clarifiers. The two clarifiers were subsequently removed in January 1988. The UST and clarifier removals were conducted with oversight from Orange County Health Care Agency (OCHCA); however, the Santa Ana Regional Water Quality Control Board (SARWQCB) later became the lead regulatory agency. Additional soil and groundwater investigations were conducted and indicated that releases from the wastewater clarifiers and the waste oil UST had impacted shallow, "perched" groundwater, which was encountered at around 12 feet below ground surface (bgs) and which flowed to the south. Consistent with this groundwater flow direction, the November 2020 Page 76 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration investigations showed that VOCs had migrated off-site beneath the adjoining property to the south,at the time occupied by Silicon Systems, Inc. (SSI). Remedial efforts related to the former UST and clarifiers have included soil removal via open excavation, the application of Fenton's Reagent to oxidize contaminants in soil beneath the building, and the installation and operation of a groundwater extraction and treatment (GET) or "pump and treat" system to inhibit contaminant migration and remove contaminant mass. The GET system operated between 1993 and 2002 and reportedly treated approximately 51.5 million gallons of groundwater and removed 31 pounds of VOCs. The treated water was reinjected after being treated. The GET system was shut down in 2002 after it was determined that VOC mass removal rates had reached asymptotic levels and groundwater monitoring indicated the size of the plume had been significantly reduced. Prior to closing the case, the SARWQCB requested that groundwater monitoring continue for a year after shutting down the GET system and that TCM assess possible vertical migration by investigating a deeper water bearing zone. Based on results of the above, SARWQCB issued a "no further action" (NFA) letter related to the soil and groundwater impacts attributable to the former waste oil UST and clarifiers on April 27, 2004. According to the available records, Pacific Bell, the predecessor to AT&T, purchased the site from Smith in late 1987, while the GET system was still in operation. Pacific Bell installed two 12,000- gallon USTs at the site; one for gasoline and one for diesel fuel, for its fleet vehicles. Pacific Bell and AT&T operated these two USTs, which were located outside the northeast wall of the building, until 2003, when they were permanently closed by removal. The removed USTs were observed to be in good condition, no odors or other indications of leakage were noted, and confirmation soil samples from the tank excavation indicated that the USTs had not leaked. Pursuant to the confirmation soil sample results, OCHCA issued an NFA letter for the two fuel USTs on March 27, 2006. Vehicle maintenance operations have been and are still conducted in the vehicle maintenance bay on the site. Storage of fuels and other automotive fluids is aboveground, and according to the Phase I ESA, there is no subsurface infrastructure at the project site apart from two in-ground hydraulic lifts in the vehicle maintenance bay. The Phase I ESA identified one recognized environmental condition (REQ for the project site as follows: ■ REC 1 — VOCs in Soil Vapor. TCM made a concerted effort to investigate and remediate TPH and VOCs in soil and groundwater, attributed to releases from the former waste oil UST and wastewater clarifiers, pursuant to which both OCHCA and SARWQCB issued NFA letters. However, it does not appear that soil vapor November 2020 Page 77 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration beneath the project site was evaluated for the possible presence of VOCs. As such, and despite the OCHCA and SARWQCB NFA letters, the likely presence of residual VOCs in soil vapor is a REC forthe projectsite. No Controlled RECs (CREC) were identified at the project site. However, the Phase I ESA identified two Historical RECs (HREC) at the project site, as follows: ■ HREC 2 — Former TCM UST and Clarifiers. A 300-gallon UST and two wastewater clarifiers operated by TCM outside the southwest wall of the building were permanently removed and related TPH and VOC impacts to soil and groundwater were comprehensively investigated and remediated. Based on the OCHCA and SARWQCB NFA letters, and although residual soil and groundwater impacts are likely still present, the former UST and wastewater clarifiers are considered an HREC. ■ HREC 3 — Former AT&T Fuel USTs. AT&T removed two 12,000-gallon USTs, one for gasoline and one for diesel fuel, installed by its predecessor, Pacific Bell, outside the northeast wall of the building. Upon removal, the USTs were observed to be in good condition, no odors or other indications of leakage were noted, and confirmation soil samples from the tank excavation indicated the USTs had not leaked. Pursuant to the above, OCHCA issued an NFA letter and the two former fuel USTs are considered an HREC with little potential for residual contaminants in the vadose zone or in groundwater. Other Environmental Features (OEFS) OEFs are potential environmental features or conditions that do not meet the ASTM definition of a REC, CREC, or HREC, but which may warrant mention in the context of acquiring and developing the site. Based on the subject Phase I ESA, eight OEFs at the project site have been identified as follows: ■ OEF 4— Site-Wide POL Use. Petroleum, oil, and lubricants (POLs) have been used throughout the southeastern portion of the project site since it was developed in 1976, first by TCM and Smith and later by Pacific Bell and AT&T. The AT&T maintenance bay currently features drums of used and fresh motor oil, transmission fluid, and coolant. Drums and smaller storage containers are stored both with and without secondary containment. Staining was observed during the Phase I ESA field reconnaissance throughout the interior of the maintenance bay, which suggests that periodic, de minimis surface spills have occurred. There are no indications of larger or more significant spills and none of the surfaces in the vicinity of these areas are unpaved. ■ OEF 5— Pad-Mounted Transformers. The project site features two pad-mounted electrical transformers, one in the southeastern portion of the project site and November 2020 Page 78 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration the second in the northeastern corner. Some staining was noted on the floor around the transformer in the southeastern corner of the project site. Both transformers are owned by Southern California Edison and it is not known whetherthey contain or have contained polychlorinated biphenyls (PCBs). ■ OEF 6 — ACMs and LBP. The building at the project site predates the restrictions on using asbestos-containing materials (ACMs) and lead-based paint and coatings (LBP) in construction. An Asbestos and Lead Demolition Survey was conducted in July 2019 for the project site. Asbestos and LBP were identified in the some of the building materials in the building on the project site. Asbestos and LBP building materials would be removed or stabilized prior to demolition. ■ OEF 7 — ASTs. Three aboveground storage tanks (ASTs) were observed at the project site during the Phase I ESA field reconnaissance. These included a 250- gallon motor oil AST and 120-gallon transmission fluid AST located inside the vehicle maintenance bay and a 250-gallon waste oil AST located outside the maintenance bay to the north of the building. All of the ASTs appeared to be in relatively good condition, with no signs of significant leakage, although minor staining consistent with de minimis spills was observed on the surrounding pavement. ■ OEF 8— Inactive Vehicle Wash Bay and Water Recycler. An inactive vehicle wash bay, consisting of a canopy over a wash slab with a central floor drain, is located outside the southwest wall of the AT&T building. When it was in use, washwater reportedly drained to an adjacent water recycling system, where it was treated on-site,temporarily stored in a 350-gallon tank, and then reused. ■ OEF 9—Non-Spillable Batteries. Non-spillable batteries are used on various AT&T jobsites, and both new and used batteries are stored at the project site. Spent batteries are typically stored on plastic secondary containment units, in 55-gallon drums, or inside storage containers, including one located outside the vehicle maintenance bay. Acid spill kits were located near each of the battery storage areas at the facility. Leakage from any of the batteries or evidence of past releases were not observed. ■ OEF 10— Floor Drains. Floor drains throughout the AT&T building are believed to be connected to the sanitary sewer system. Some of the floor drains are in areas where potentially hazardous substances are stored and used, including in battery storage areas and in the vehicle maintenance bay. Hazardous substances are not known to have been discharged to the floor drain system, but such discharges cannot be ruled out. ■ OEF 11— In-Ground Hydraulic Vehicle Lifts. The AT&T maintenance bay features two in-ground hydraulic vehicle lifts that may date back to the beginning of November 2020 Page 79 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration Pacific Bell's occupancy in the late 1980s. Hydraulic fluid can leak from such lifts via the in-ground pistons, the associated hydraulic fluid reservoir tanks, and/or the interconnecting piping. If impacted soil is discovered during the removal of the lifts, it should be managed in accordance with the site-specific Soil Management Plan (SMP) prepared per PDF HAZ-C. Subsequent to the preparation of the Phase I ESA, a Soil Vapor Assessment was performed on the project site to determine the possible presence of chlorinated and fuel-related VOCs in soil vapor. The Soil Vapor Assessment found elevated levels of VOCs in most of the samples taken on the project site. Given these exceedances and probability of vapor intrusion, a vapor barrier would be incorporated into the design and construction into the proposed building per PDF HAZ-B. Compliance with PDFs HAZ-A, HAZ-B, and HAZ-C and all applicable Federal, State, and regional regulations, the project would not create short-term or long-term hazards due to transport of hazardous materials or upset of hazardous materials. Thus, a less than significant impact would occur. c) Emit hazardous emissions or handle hazardous or acutely hazardous materials, substances, or waste within one-quarter mile of an existing or proposed school? Less Than Significant Impact. There are no schools located within one-quarter mile of the project site. The nearest school, Nelson Elementary School (14392 Browning Avenue) is located just over one-half mile from the project site. Heritage Elementary School (15400 Lansdowne Road) is over a mile from the project site. As mentioned above, the project would not emit, transport, or upset hazardous materials, substances or waste near within one-quarter mile of an existing or proposed school. Less than significant impacts are anticipated. d) Be located on a site which is included on a list of hazardous materials sites compiled pursuant to Government Code Section 65962.5 and, as a result, would it create a significant hazard to the public or the environment? No Impact. The project site is not included on the hazardous sites list compiled pursuant to California Government Code Section 65962.5.12 The Phase I ESA indicated there was one REC, two HRECs and eight potential hazardous OEFs identified in association with the project site that required additional investigation. A Soil Vapor Assessment was conducted and concluded that a vapor barrier would need to be incorporated into the design and construction of the proposed building in order to address elevated levels of 12 California Department of Toxic Substances Control. (2020).DTSC's Hazardous Waste and Substances Site List-Site Cleanup (Cortese List). Retrieved from https://dtsc.ca.gov/dtscs-cortese-list/. Accessed September 16,2020. November 2020 Page 80 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration VOCs on the project site. Compliance with PDF HAZ-B would result in no significant adverse impacts relative to hazardous materials sites forthe projectsite. e) For a project located within an airport land use plan or, where such a plan has not been adopted, within two miles of a public airport or public use airport, would the project result in a safety hazard or excessive noise for people residing or working in the project area? No Impact. The project site is not located within an airport land use plan; the project site is not within two miles of a public airport or public use airport, or within the vicinity of a private airstrip. The project site is approximately 4 miles northeast of John Wayne Airport. Therefore, no impact would occur. f) Impair implementation of or physically interfere with an adopted emergency response plan or emergency evacuation plan? Less Than Significant Impact. Implementation of the proposed project would not impair or physically interfere with an adopted emergency response or evacuation plan, including the City of Tustin Emergency Operations Plan, which was revised in November 2019. The purpose of the Emergency Operations Plan is to provide guidance for the City's response to emergency situations from natural disasters, technological incidents, and National security emergencies. The Emergency Operations Plan describes procedures for the effective and efficient allocation response to a hazardous materials emergency. It establishes an emergency organization, assigns tasks, specifies policy and general procedures, and provides coordination of planning for all phases of emergency planning for a hazardous materials emergency. No revisions to the adopted Emergency Operations Plan, would be required as a result of implementation of the proposed project. Primary access to all major roads would be maintained during construction of the project site. Impacts would be less than significant. g) Expose people or structures, either directly or indirectly, to a significant risk of loss, injury or death involving wildland fires? Less Than Significant Impact. The City of Tustin is categorized as a Local Responsibility Area (LRA) by CAL FIRE. The project site is mapped as a non-very high fire hazard severity zone (VHFHSZ)13. The project site is located within the City limit and surrounded by developed land. Although the project site is not located in a "Very High" FHSZ, the City, in conjunction with the Orange County Fire Authority reviews all building plans for compliance with the California Building Code, state and local statutes, ordinances, and regulations relating to the prevention of fire, the storage of hazardous materials, and the protection of life and property against fire, explosion, and exposure to hazardous 13 California Department of Forestry and Fire Protection.(2011).Tustin Very High Fire Hazard Severity Zones in LRA.Retrieved from https://osfm.fire.ca.gov/media/5896/c3O_tustin_vhfhsz.pdf.Accessed September 16,2020. November 2020 Page 81 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration materials. Adherence to regulations already in place through the development application and review process at the City would reduce the potential impacts associated with fire hazards as a result of adjacent wildlands to less than significant. Cumulative Impacts Impacts associated with hazardous materials are often site-specific and localized. The database search performed as part of the Phase I ESA documents the findings of various governmental database searches regarding properties with known or suspected releases of hazardous materials or petroleum hydrocarbons and serves as the basis for defining the cumulative impacts study area. Although some of the cumulative projects and other future projects associated with buildout of the surrounding communities could have potential impacts associated with hazardous materials, the environmental concerns associated with hazardous materials are typically site specific. Projects are required to address any issues related to hazardous materials or wastes. Projects must adhere to applicable regulations for the use, transport, and disposal of hazardous materials and implement mitigation in compliance with Federal, State, and local regulations to protect against site contamination by hazardous materials. Compliance with all applicable Federal, State, and local regulations related to hazardous materials would ensure that the routine transport, use, or disposal of hazardous materials would not result in adverse impacts. Any demolition activities associated with projects that effect asbestos or lead based paint would also occur in compliance with SCAQMD Rule 1403 and the CalOSHA Construction Safety Orders, which would ensure that hazardous materials impacts would be less than significant. Additionally, site-specific investigations would be conducted at sites where contaminated soils or groundwater could occur to minimize the exposure of workers and the public to hazardous substances. November 2020 Page 82 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration HYDROLOGY AND WATER QUALITY Potentially Significant Potentially Unless Less Than ENVIRONMENTAL IMPACTS significant Mitigation significant No Issues Issues Incorporated Impact Impact 10. HYDROLOGY AN DWATER QUALITY.Would the project: a) Violate any water quality standards orwaste discharge X requirements or otherwise substantiallydegrade surface or ground water quality? b) Substantially decrease groundwater supplies or interfere X substantially with groundwater recharge suchthatthe project may impede sustainable groundwater managementofthe basin? c) Substantially alter the existing drainage pattern of the site or area,including through the alterationofthe course of a stream or riveror through the addition of impervious surfaces,in a manner which would: i) Resultin substantial erosion or siltation on-oroff- X site? ii) Substantially increase the rate oramount of surface runoff in a manner which would result in flooding X on-or off-site? iii) Create orcontribute runoff water which would exceed the capacity of existing or planned X stormwater drainage systems or provide substantial additional sources of polluted runoff? iv) Impede or redirectflood flows? X d) In flood hazard,tsunami,or seichezones,risk release of X pollutants due to project inundation? e) Conflictwith or obstruct implementation of a water X quality control plan or sustainable groundwater management plan? A Hydrology Study and the Preliminary Water Quality Management Plan (WQMP) were prepared by Thienes Engineering. The Hydrology Study and Preliminary WQMP are included in this Initial Study as Appendices E and F, respectively, and the results are summarized herein. November 2020 Page 83 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration a) Violate any water quality standards or waste discharge requirements or otherwise substantially degrade surface or ground water quality? Less Than Significant Impact. The project site is currently developed with an existing industrial building, associated parking lot, and existing cellular tower. Runoff from the project site is routed through various catch basins to an existing City storm drain system that traverses through the project site along the western property boundary. The project site is proposed to drain in a similar manner as the existing condition; however, low flows from the site will be captured and routed through two proprietary biofiltration systems for treatment before being discharge off-site. In addition, the truck loading dock areas on the north and south portion of the project site will act as on-site detention basins prior to discharge off-site. The proposed project will meet stormwater treatment requirements in the Orange County MS4 Permit; and therefore, impacts to water quality as a result of the proposed project would be less than significant. To minimize water quality impacts during construction of the proposed project, construction activities would be required to comply with a SWPPP consistent with the General Permit for Stormwater Discharge Associated with Construction Activity (Construction Activity General Permit). The SWPPP would incorporate Best Management BMPs such as gravel bags, silt fence, and fiber rolls. Preparation and implementation of a SWPPP would reduce potential impacts to water quality during construction to a less than significant level. No mitigation is required. b) Substantially decrease groundwater supplies or interfere substantially with groundwater recharge such that the project may impede sustainable groundwater management of the basin? No Impact. The proposed project does not propose to use groundwater. The proposed project is currently developed with an existing industrial building, auto parking lot, and existing cellular tower. The proposed project would not result in additional impervious surfaces on site. In addition, the proposed project would use truck loading dock areas on the north and south portions of the building as on-site detention basins and would construct two proprietary biofiltration systems for low flow treatment before being discharge off-site into the public storm drain system. Therefore, the proposed project would not significantly impact local groundwater recharge. No impacts would occur in this regard and no mitigation is required. November 2020 Page 84 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration c) Substantially alter the existing drainage pattern of the site or area, including through the alteration of the course of a stream or river or through the addition of impervious surfaces, in a manner which would: it Result in substantial erosion orsiltation on-or off-site? No Impact. The proposed project would not substantially alter the existing drainage patterns of the site or vicinity. The proposed project would continue to drain to an existing City storm drain system that traverses through the project site along the western property boundary. The project site is currently developed with an existing industrial building, ancillary auto parking lot, and existing cellular tower. Construction of the proposed project would not increase the amount of impervious surface. The project proposes to use proprietary biofiltration systems for treatment before being discharge off-site into the public storm drain system. In addition, the truck loading dock areas on the north and south portions of the project site will act as on-site detention basins prior to discharge off-site. The project site does not contain any streams or rivers; therefore, none would be altered by the proposed project. Therefore, no impact would occur and no mitigation is required. ii) Substantially increase the rate or amount of surface runoff in a manner which would result in flooding on-or offsite? Less Than Significant Impact. Refer to Threshold 4.10 (c)(i) above. The proposed project would not substantially alter existing drainage patterns of the site or project vicinity. The proposed project does not include any streams or rivers. Low flows would be directed to the two proprietary biofiltration systems for treatment before being discharge off-site. In addition, the truck loading dock areas on the north and south portion of the project site would act as on-site detention basins prior to discharge off-site. The proposed detention basins would also minimize the potential for flooding to occur on site or off site. Impacts would be less than significant and no mitigation is required. iii) Create or contribute runoff water which would exceed the capacity of existing or planned stormwater drainage systems or provide substantial additional sources of polluted runoff? Less Than Significant Impact. The proposed project discharges stormwater to an existing City storm drain system that traverses through the project site along the western property boundary. The proposed project will detain 100-year runoff to the existing 25- year peak flow rate in the truck loading dock areas on the north and south sides of the project site. The proposed project will not release more stormwater than existing conditions. November 2020 Page 85 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration In addition, the proposed project would be required to prepare a SWPPP under the National Pollutant Discharge Elimination System (NPDES) General Construction Permit to implement BMPs to minimize stormwater runoff during construction. Adherence with the recommendations of the Preliminary Water Quality Management Plan prepared for the proposed project, and preparation of a SWPPP would reduce possible impacts related to the stormwater drainage system to less than significant. No mitigation is required. iv) Impede or redirect flood flows? Less Than Significant Impact. Refer to response IV.10(c)(i) above. The proposed project would continue to drain west to an existing City storm drain system that traverses through the project site along the western property boundary. The project proposes to use truck loading dock areas on the north and south portion of the project site as detention basins to maintain existing stormwater flows off-site. The proposed project would comply with the City's requirements for detention and stormwater treatment. Therefore, downstream facilities will not be negatively impacted by the development of the project site. Accordingly, impacts to the issues related to flooding would be less than significant. d) In flood hazard, tsunami, or seiche zones, risk release of pollutants due to project inundation? No Impact. The proposed project is located over 8 miles east of the Pacific Ocean. There is no risk of exposure to inundation by seiche or tsunami. Accordingly, there is no significant risk of release of pollutants due to project inundation. Thus, no impact would occur and no mitigation is required. e) Conflict with or obstruct implementation of a water quality control plan or sustainable groundwatermanagementplan? No Impact. Water quality impacts other than those described in Threshold 4.10(a) above are not anticipated with implementation of the proposed project. Furthermore, the proposed project does not propose to use groundwater and, as discussed in Threshold 4.10 (b) above, stormwater runoff would utilize on-site detention basins and proprietary biofiltration systems, to detain and treat water prior to discharging into the public storm drain system. Therefore, the proposed project would not obstruct implementation of a water quality control plan or sustainable groundwater management plan. No impacts would occur in this regard and no mitigation is required. Cumulative Impacts The potential impacts related to hydrology and stormwater runoff are typically site specific and site specific BMPs are implemented at the proposed project level. The analysis above determined that the implementation of the proposed project would not result in significant November 2020 Page 86 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration impacts. In regards to proposed project impacts that would be considered less than significant, such impacts are not expected to result in compounded or increased impacts when considered together with similar effects from other past, present, and reasonably foreseeable probable future projects, as other projects would be subject to similar laws and requirements regarding hydrology practices. Potential impacts are considered less than cumulatively considerable. November 2020 Page 87 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration LAND USE AND PLANNING Potentially Significant Potentially Unless Less Than ENVIRONMENTAL IMPACTS Significant Mitigation Significant No Issues Issues Incorporated Impact Impact 11. LAND USE AND PLANNING.Would the project: a) Physically divide an established community? X b) Cause a significant environmental impact due toa conflictwith any land use plan,policy,or regulation X adopted for the purpose of avoiding or mitigating an environmental effect? a) Physically divide an established community? No Impact. Projects that are typically considered to have the potential to divide an established community include the construction of new freeways, highways, or roads, or other uses that physically separate an existing or established neighborhood. The proposed project does not include the construction of public roadways, structures, or other improvements that would be located between existing neighborhoods. Therefore, the proposed project would not physically divide or separate neighborhoods within an established community. The project site is located in a predominately infill industrial and commercial area. The City's General Plan land use designation for the project site is Planned Community Commercial/Business (PCCB). The current zoning for the parcel is Planned Community Industrial (PC IND). The land uses surrounding the project site consist of industrial and commercial uses, thus would not physically separate residential areas. As discussed above, the proposed project is zoned for industrial uses and is surrounded by industrial and commercial uses, thus would not physically separate residential areas. Accordingly, the proposed project would generally blend in with the surrounding uses and would not physically divide an established community. Accordingly, the project site is being proposed in a part of the city where the site is not critical to the connectivity of the community. The project site does not serve the community as a gathering place nor does it increase the sense of community by providing community space. The project would not divide an established community. Therefore, no impacts would occur and no mitigation is required. November 2020 Page 88 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration b) Cause a significant environmental impact due to a conflict with any land use plan, policy, or regulation adopted for the purpose of avoiding or mitigating an environmental effect? No Impact. The City's General Plan land use designation for the project site is PCCB. The current zoning for the parcel is PC IND. The Project is further governed by the Irvine Community Complex District Regulations which provides standards for site density, setbacks, building height, landscaping, and other standards related to the character of the project. Consistent with the development regulations for the PC IND zone and the Irvine Community Complex District Regulations , the proposed project would have a Floor Area Ratio (FAR) of 0.51, a maximum building height of approximately 46'-6", and would comply with the minimum setback requirements for the Irvine Community Complex District Regulations. The project would require a minimum of 111 automobile parking spaces, which would be provided on-site. Therefore, no impacts would occur and no mitigation is required. Cumulative Impacts The analysis of potential impacts indicate that no impacts would result from the proposed project's implementation. As a result, no cumulative impacts related to land use and planning would occur. November 2020 Page 89 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration ISI I N E RAL R ESO U ROES Potentially Significant Potentially Unless Less Than ENVIRONMENTAL IMPACTS Significant Mitigation Significant No Issues Issues Incorporated Impact Impact 12. MINERAL RESOURCES.Wouldthe project: a) Result in the loss of availability of a known mineral resource that would be of value to the region and the X residents of the state? b) Result in the loss of availability of a locally-important mineral resource recoverysite delineated on a local X general plan,specific plan or other land use plan? Existing Conditions A mineral resource is any naturally occurring rock material with commercial value. The City's General Plan identifies the inactive Mercury-Barite deposit in Red Hill as the only mineral resource within the City and its S01.14 The project is located approximately 2 miles southwest of the Red Hill deposit. As such, the project site is not designated for mineral resource recovery and does not contain any known mineral resources and is not used for mining or mineral production. a) Result in the loss of availability of a known mineral resource that would be of value to the region and the residents of the state? No Impact. While some amount of mineral resources may exist in the City limits, none are expected in the project site. Therefore, no impact would occur. b) Result in the doss of availability of a locally-important mineral resource recovery site delineated on a local general plan, specific plan or other land use plan? No Impact. According to the General Plan, no mining operations are currently active within the City limits, and none are being considered. The proposed project would therefore not have an effecton locally important mineral resources recoverysite. Cumulative Impacts The analysis of potential impacts indicates that no significant impacts would result from the proposed project. As a result, no cumulative impacts related to mineral resources would occur. City of Tustin. (2018).City of Tustin General Plan,Open Space and Recreation Element.page 41.Retrieved from https://tustinca.org/396/General-Plan. Accessed September 10,2020. November 2020 Page 90 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration NOISE Potentially significant Potentially Unless Less Than ENVIRONMENTAL IMPACTS significant Mitigation significant No Issues Issues Incorporated Impact Impact 13. NOISE.Would the project result in: a) Generation of a substantial temporary or permanent increase in ambient noise levels in the vicinity of the project in excess of standards established in the local X general plan or noise ordinance,or applicable standards of other agencies? b) Generation of excessive groundborne vibration or X ground borne noise levels? c) For a project located within the vicinityof a private airstrip or an airport land use plan or,where such a plan has not been adopted,within two miles of a public X airport or public use airport,would the project expose people residing or working in the project area to excessive noise levels? Discussion Noise is generally defined as loud, unpleasant, unexpected, or undesired sound that is typically associated with human activity and that interferes with or disrupts normal activities. The human environment is generally characterized by a certain consistent noise level that varies by area. This is called ambient, or background noise. Although exposure to high noise levels has been demonstrated to cause hearing loss, the principal human response to environmental noise is annoyance. The response of individuals to similar noise events is diverse and influenced by the type of noise, perceived importance of the noise and its appropriateness in the setting; time of day and type of activity during which the noise occurs, and sensitivity of the individual. Sound is a physical phenomenon consisting of minute vibrations that travel through a medium, such as air, and are sensed by the human ear. Sound is generally characterized by several variables, including frequency and intensity. Frequency describes the sound's pitch and is measured in cycles per second, or hertz (Hz). Intensity describes the sound's loudness and is measured in decibels (dB). Normal speech has a sound level of approximately 60 dB. Sound levels above about 120 dB begin to be felt inside the human ear as discomfort and eventually as pain at still higher levels. The minimum change in the sound level of individual events that an average human ear can detect is about 3 dB. Decibels are measured using a logarithmic scale; thus, the average person perceives a change in sound level of about 10 dB as a doubling (or halving) of the sound's loudness.This relation holds true for sounds of any loudness. November 2020 Page 91 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration Because community noise fluctuates over time, a single measure called the Equivalent Sound Level (Leq) is often used to describe the time-varying character of community noise. The Leq is the energy-averaged A-weighted sound level during a measured time interval, and is equal to the level of a continuous steady sound containing the same total acoustical energy over the averaging time period as the actual time-varying sound. Another sound measure known as the Community Noise Equivalent Level (CNEL) is an adjusted average A-weighted sound level for a 24-hour day. It is calculated by adding a 5 dB adjustment to sound levels during evening hours (7:00 p.m. to 10:00 p.m.) and a 10 dB adjustment to sound levels during nighttime hours (10:00 p.m. to 7:00 a.m.). These adjustments compensate for the increased sensitivity to noise during the typically quieter evening and nighttime hours. The CNEL is used by the State of California and the City to evaluate land use compatibility with respect to transportation noise. The City's Noise Ordinance (Article 4, Chapter 6 of the City's Municipal Code) specifies that exterior noise level shall not exceed 55 dBA between 7:00 a.m. and 10:00 p.m. and 50 dBA between 10:00 p.m. and 7:00 a.m. in residential areas, shall not exceed 60 dBA in commercial areas at any time, and shall not exceed 70 dBA in industrial areas at any time. Interior noise level shall not exceed 55 dBA between 7:00 a.m. and 10:00 p.m. and 45 dBA between 10:00 p.m. and 7:00 a.m. in residential areas. Additionally, Section 4617 (e) of the City's Municipal Code limits construction activities to occur between the hours of 7:00 a.m. and 6:00 p.m. Monday through Friday, between 9:00 a.m. and 5:00 p.m. on Saturdays, and is prohibited on Sundays and observed federal holidays (unless otherwise agreed to by the City). Existing Noise Environment Some land uses are considered sensitive to noise. Noise-sensitive receptors are associated with indoor and/or outdoor activities subject to stress and/or significant interference from noise, such as residential dwellings, transient lodging, dormitories, hospitals, educational facilities, public assembly facilities, amphitheaters, playgrounds, congregate care facilities, childcare facilities and libraries. Industrial and commercial land uses are generally not considered sensitive to noise. The project site is surrounded by industrial and commercial land uses. The nearest residential community is located approximately 1,600 feetto the northwest along Tustin Ranch Road. The project site is located on the west side of Myford Road, east of Walnut Avenue, approximately 0.3 miles west of SR 261, and approximately 0.7 miles west of the I-5 freeway. Noise sources for the area are mainly associated with industrial uses and the traffic noise along nearby streets and freeways. Myford Road is a north-south secondary roadway shared with the November 2020 Page 92 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration City of Irvine. In the project vicinity, Myford Road is a four-lane undivided roadway. Walnut Avenue is an east-west primary roadway beginning in the City of Tustin and terminating in the City of Irvine at Myford Road. Walnut Avenue is located approximately one-tenth of a mile to the south of the project site. West of Myford Road, it provides two travel lanes in each direction, and provides three travel lanes in each direction to the east of Myford Road in the City of Irvine. a) Generation of a substantial temporary or permanent increase in ambient noise levels in the vicinity of the project in excess of standards established in the local general plan or noise ordinance, or applicable standards of other agencies? Less Than Significant Impact. Construction The project is surrounded on all sides by existing commercial and industrial properties and the nearest sensitive receptors are located approximately 1,600 feet from the property boundary and major project construction areas. Further, project construction would be completed consistent with Section 4617 (e) of the City's Municipal Code. Due to project compliance with the City's Municipal Code and the distance between project construction areas and sensitive receptors, impacts would be less than significant and mitigation is not required. Operations Noise impacts are considered significant for residences if exterior noise levels exceed 55 dBA CNEL. As discussed above, the project site is located adjacent to existing industrial sites and would not generate noise levels in excess of standards once operational. Given the project site and use is similar to adjacent uses and would not change ambient noise levels to nearby residential uses, the impact is less than significant and no mitigation is required. b) Generation of excessive groundborne vibration or groundborne noise levels? Less Than Significant Impact. The proposed project does not involve heavy manufacturing drilling or other subterranean activities that would generate excessive groundborne vibration or groundborne noise levels when in operation. In addition, construction activities for the project are not anticipated to involve pile driving or blasting; therefore, a less than significant impact would occur and no mitigation is required. November 2020 Page 93 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration c) For a project located within the vicinity of a private airstrip or an airport land use plan or, where such a plan has not been adopted, within two miles of a public airport or public use airport, would the project expose people residing or working in the project area to excessive noise levels? No Impact. The project site is not located near a private airstrip or within the vicinity of an airport land use plan. John Wayne Airport is located approximately four miles southwest of the project site and, therefore, would not expose persons to excessive airport-related noise levels. No impacts would occur and no mitigation is required. Cumulative Impacts The project's construction activities would not result in a substantial temporary increase in ambient noise levels. The City permits construction activities between the hours of 7:00 a.m. and 6:00 p.m. on weekdays, between the hours of 9:00 a.m. and 5:00 p.m. on Saturdays (except in the case of urgent necessity or otherwise approved by the City), and prohibited on Sundays and Federal holidays. There would be periodic, temporary, noise impacts that would cease upon completion of construction activities. The project would contribute to other proximate construction project noise impacts if construction activities were conducted concurrently. However, based on the noise analysis above, the project's construction-related noise impacts would be less than significant following compliance with the General Plan and the Municipal Code. Given that noise dissipates as it travels away from its source, operational noise impacts from on-site activities and other stationary sources would be limited to the project site and vicinity. Thus, cumulative operational noise impacts from related projects, in conjunction with project specific noise impacts, would not be cumulatively significant. November 2020 Page 94 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration POPULATION AND HOUSING Potentially Significant Potentially Unless Less Than ENVIRONMENTAL IMPACTS Significant Mitigation Significant No Issues Issues Incorporated Impact Impact 14. POPULATION AND HOUSING.Would the project: a) Induce substantial unplanned population growth in an area,either directly(forexample,by proposing new X homes and businesses)or indirectly(for example, through exte nsion of roads or othe r infrastructure)? b) Displace substantial numbers of existing people or housing,necessitating the construction of replacement X housing elsewhere? Demographic Setting According to SCAG, in 2018, the City had a total population of 82,344 residents and approximately 28,118 housing units.15 As reported by the California Department of Finance (DOF), the vacancy rate is a measure of the availability of housing in a community. It also demonstrates how well the available units meet the market demand. A low vacancy rate suggests that residents may have difficulty finding housing within their price range and a high supply of vacant units may indicate eitherthe existence of a high numberof desired units, or an oversupply of units. A healthy vacancy rate is generally accepted at seven or eight percent. A low vacancy rate is about two percent. The City's current vacancy rate is approximately 4.9 percent.16 SCAG projects the City to grow in population to approximately 83,000 persons by 2040, that is a growth of 656 persons.17 a) Induce substantial unplanned population growth in an area, either directly(for example, by proposing new homes and businesses) or indirectly(for example, through extension of roads or other infrastructure)? Less Than Significant Impact. The project would require a temporary construction workforce and a permanent operational workforce, both of which could potentially induce population growth in the area. The temporary workforce would be needed to construct the warehouse distribution building and associated improvements. Because s Southern California Association of Governments.(2019).Profile of the City of Tustin.Table 11.Retrieved from https://www.scag.ca.gov/Documents/Tustin.pdf. Accessed September 18,2020. ie California Department of Finance.(2018).Report E-5 Population and Housing Estimates for Cities, Counties, and the State,January 1,2011- 2019,with 2010 Benchmark.Retrieved from http://www.dof.ca.gov/Forecasting/Demographics/Estimates/E-5/.Accessed September 18, 2020. Southern California Association of Governments.(2016).2016-2040 Regional Transportation Plan/Sustainable Communities Strategy. Retrieved from http://scagrtpscs.net/Pages/FINAL2016RTPSCS.aspx.Accessed September 18,2020. November 2020 Page 95 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration the future tenant is not yet known, the number of jobs that the project would generate cannot be precisely determined. Thus, for purposes of analysis, employment estimates are calculated using average employment density factors reported by SCAG in their publication "Employment Density Study." This publication reports that for every 1,195- square feet of warehouse space in the County, the average number of jobs supported is one employee.18 Based on the proposed 220,331-square foot warehouse and the SCAG employee projections, the estimated number of employees to operate the warehouse would be approximately 185 people. In 2017 there were approximately 50,169 jobs in the City; jobs are anticipated to grow to 66,400 by 2040.19 The project-related increase in employment would be minimal in comparison to the anticipated increase in the SCAG Demographics and Growth Forecast. Additionally, current data provided by the California Employment Development Department (EDD) found that the unemployment rate for the County, including the City, is at 9.1 percent, which is similar to the county (9.9 percent), state (11.4 percent) and national (8.4 percent) for August 2020.20 Therefore, the project's temporary and permanent employment requirements could likely be met by the City's existing labor force without people needing to relocate into the region. The project would not stimulate population growth or a population concentration above what is assumed in local and regional land use plans. Therefore, impacts associated with population growth would be less than significant. b) Displace substantial numbers of existing people or housing, necessitating the construction of replacement housing elsewhere? No Impact. No residential dwelling units exist on-site. Because there would be no displacement of people or housing, no impacts would occur. Cumulative Impacts The proposed project would not result in direct or indirect permanent or temporary impacts related to population, housing, or employment. Therefore, the proposed Project would not result in material effects to population, housing, or employment that could be compounded or increased when considered together with similar effects from other past, present, and reasonably foreseeable probable future projects. As a result, no cumulative impacts related to population and housing would occur. $ Southern California Association of Governments.(2001).Employment Density Study Summary Report.Retrieved from http://www.scag.ca.gov/Dat@AndTools/Pages/GrowthForecasting.aspx.Accessed September 18,2020. 9 Southern California Association of Governments.(2016).2016-2040 Regional Transportation Plan/Sustainable Communities Strategy. Retrieved from http://scagrtpscs.net/Pages/FI NAL2016RTPSCS.aspx.Accessed September 18,2020. ° United States Bureau of Labor Statistics. (2020).State Employment and Unemployment Summary.Retrieved from https://www.bls.gov/news.release/laus.nrO.htm.Accessed September 18,2020. November 2020 Page 96 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration PUBLICSERVICES Potentially significant Potentially Unless Less Than ENVIRONMENTAL IMPACTS significant Mitigation significant No Issues Issues Incorporated Impact Impact 15. PU BLIC SERVICES.Would the project: a) Would the project result in substantial adverse physical impacts associated with the provision of new or physically altered governmental facilities,need for new or physically altered governmental facilities,the construction of which could cause significant environmental impacts,in order to maintain acceptable service ratios,response times or other performance objectivesfor any of the pu blic services: i) Fire protection? X ii) Police protection? X iii) Schools? X iv) Parks? X v) Other public facilities? X a) Would the project result in substantial adverse physical impacts associated with the provision of new or physically altered governmental facilities, need for new or physically altered governmental facilities, the construction of which could cause significant environmental impacts, in order to maintain acceptable service ratios, response times or other performance objectives for any of the public services: i) Fire protection? Less Than Significant Impact. The proposed project would replace an existing +/-92,000 square foot industrial building with the proposed 220,331 square foot warehouse distribution building. The area surrounding the project site is developed with industrial and commercial buildings, accordingly implementation of the project would have a minimal increase in demand for fire protections services in Tustin. Further, the project would be developed in accordance with applicable city, county, and state regulations, codes, and policies pertaining to fire hazard reduction and protection. The warehouse would be equipped with emergency sprinkler systems and fire detectors. Water lines with fire-sufficient flows supplied by the Irvine Ranch Water District (IRWD) be connected to fire hydrants placed in accordance with OCFA standards. November 2020 Page 97 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration Fire protection and emergency response services are currently provided for the project site by OCFA, a regional fire service agency that serves 23 cities in Orange County and all unincorporated areas. The OCFA operates 71 fire stations throughout Orange County, three within the Tustin. Fire Station 37 at 15011 Kensington Park Drive is approximately 0.70 miles west of the project site, Fire Station 21 at 1241 Irvine Boulevard is approximately 2.2 miles north of the project site, and Fire Station 43 at 11490 Pioneer Road is approximately 3 miles northeast of the projectsite. With compliance of the applicable city, county, and state regulations, codes, and policies, potential impacts on fire services from implementation of the project would be less than significant. Police protection Less Than Significant Impact. Implementation of the project would minimally increase demand for police protections services in Tustin. The proposed project would be served by the City of Tustin Police Department (TPD) at 300 Centennial Way, located approximately 2 miles north of the project site. TPD currently has nearly 100 sworn officers and 55 civilian support personnel providing law enforcement services 24 hours a day, 365 days a year. Although a new warehouse distribution building would be constructed and operate on the project site, the proposed project is in a developed area and is currently served by the TPD. Because of this, and because law enforcement personnel already patrol the project vicinity and surrounding areas, the proposed project is not anticipated to increase response times to the project site or surrounding areas. Further, the proposed project does not require new or physically altered police protection facilities. Therefore, impacts would be less than significant and no mitigation is required. iii) Schools? Less Than Significant Impact. The project site is located in the Tustin Unified School District (TUSD). The nearest schools are located approximately 0.70 miles and 1.40 miles from the project site: Nelson Elementary School located at 14392 Browning Ave and Heritage Elementary School located at 15400 Lansdowne Road respectively. The proposed project is a non-residential land use. Implementation of the proposed project would not directly result in an increased population in the City and would therefore not increase the need for the construction of additional school facilities. TUSD require development fees be paid by the Applicant (eligible for fee credits for existing building square footage). Upon payment of the required fees, no significant impact to school services orfacilities would occur and no mitigation is required. November 2020 Page 98 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration iv) Parks? Less Than Significant Impact. The proposed project does not have a residential component. As such, the proposed project would not create a significant increased demand or need for the construction of park facilities. The City has established park development fees to offset the costs associated with increased maintenance and the addition of park facilities resulting from new development. The City's park development fees are generated based on the type of land use. Residential uses are required to pay a park development fee; however, nonresidential uses such as industrial uses are not obligated to contribute to park development fees. Therefore, the impact would be less than significant and no mitigation is required. v) Other public facilities? Less Than Significant Impact. The proposed project would be subject to Development Impact Fees (DIF) including New Construction Fees and Major Thoroughfare & Bridge Fee (The Toll Roads/Transportation Corridor Agencies)(both of which are eligible for fee credits for existing building square footage). The DIF levied on the proposed project would help the City provide for infrastructure, equipment, and staffing. Therefore, impacts would be less than significant and no mitigation is required. Cumulative Impacts The proposed project would not result in a significant cumulative impact to public services or facilities. The project would result in new employees and potentially new residents in the project area. However, the proposed project would not result in growth beyond what has been planned in the General Plan. Similar to the proposed project, future projects would be required to compensate the City for potential increases in demand for public services. It is expected that impacts of future projects would be required to demonstrate the availability of services or mitigate accordingly. Therefore, the proposed project would not result in substantial incremental effects to public services and facilities when taken in sum with other past, present, and reasonably foreseeable projects. November 2020 Page 99 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration R EC R EATI O N Potentially Significant Potentially Unless Less Than ENVIRONMENTAL IMPACTS Significant Mitigation Significant No Issues Issues Incorporated Impact Impact 16. RECREATION.Wouldthe project: a) Would the project increasethe useof existing neighborhood and regional parks or other recreational X facilities such that substantial physical deterioration of the facilitywould occur orbe accelerated? b) Does the project include recreational facilities or require the construction or expansion of recreational facilities X which might have an adverse physical effect on the environment? a) Would the project increase the use of existing neighborhood and regional parks or other recreational facilities such that substantial physical deterioration of the facility would occur or be accelerated? No Impact.The proposed project does not include development of any residences, which would directly increase population and result in increased demand for parks and recreational facilities. Accordingly, implementation of the proposed project would not generate an increase in demand on existing public or private parks or other recreational facilities that could result in increased physical deterioration of the facility. Because the proposed project consists of a warehouse distribution use, the proposed project would not be subject to the City of Tustin Development Park Impact Fee. Therefore, no impact to existing recreational facilities would occur and no mitigation is required. b) Does the project include recreational facilities or require the construction or expansion of recreational facilities which might have an adverse physical effect on the environment? No Impact. The proposed project does not include nor does it require the construction of recreational areas. Therefore, no impact would occur. Cumulative Impacts The project would not result in an increased use of recreational facilities or require construction or expansion of existing recreational facilities. Therefore, no cumulative impacts on recreational facilities would result from project implementation. November 2020 Page 100 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration TRANSPORTATION IMPACTSPotentially Significant Potentially Unless Less Than Issues Issues Incorporated Impact Impact 17. TRANSPORTATION.Would the project: a) Conflictwith a program plan,ordinance or policy addressing the circulation system,including transit, X roadway,bicycle and pedestrian facilities? b) Would the project conflict or be inconsistent with CEQA X Guidelines section 15064.3,subdivision(b)? c) Substantially increase hazards due to a geometric design feature(e.g.,sharp curvesor dangerous intersections)or X incompatible uses(e.g.,farm equipment)? d) Result in inadequate emergency access? X A Transportation Impact Analysis (TIA) was prepared by Kimley-Horn (August 2020) to assess the potential traffic impacts of the proposed project. The findings of the TIA are summarized in this Initial Study; the TIA is provided as Appendix G. a) Conflict with a program plan, ordinance or policy addressing the circulation system, including transit, roadway, bicycle and pedestrian facilities? Less Than Significant Impact. The City of Tustin provides guidelines for preparing a transportation impact analysis. The analysis process includes determining the operations at the study intersections for the AM and PM commuter peak periods and operations along the roadway segments. Intersection analyses were measured and quantified using Intersection Capacity Utilization (ICU) methodologies described below. Roadway segments were measured and quantified by the applicable roadway classifications' planning-level capacity and average daily traffic ADT volume. Analysis results were compared to the applicable Jurisdiction's standards for significance to determine if the project has any significant impacts. The Highway Capacity Manual (HCM) published by the Transportation Research Board establishes procedures to evaluate highway facilities and rate their ability to process traffic volumes. The terminology "level of service" is used to provide a qualitative evaluation based on certain quantitative calculations, which are related to empirical values. November 2020 Page 101 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration The following study intersections have been included in the analysis: ■ Myford Road at Michelle Drive ■ Myford Road at Walnut Avenue ■ Jamboree Road (Northbound)at Walnut Avenue ■ Jamboree Road (Southbound)at Walnut Avenue ■ Jamboree Road at 1-5 (Southbound) Ramps ■ Jamboree Road at 1-5 (Northbound) Ramps ■ Tustin Ranch Road at Walnut Avenue ■ Franklin Avenue at Walnut Avenue Traffic conditions within the studyarea were analyzed for the following scenarios: ■ Existing Conditions ■ Existing Plus Project Conditions ■ Opening Year 2021 (Cumulative Conditions) without Project ■ Opening Year 2021 (Cumulative Conditions) with Project ■ Horizon Year without Project ■ Horizon Year with Project LOS Definitions,Procedures and Thresholds In accordance with the City of Tustin requirements, signalized intersection operation is evaluated using the ICU methodology, which provides a comparison of the theoretical hourly vehicular capacity of an intersection to the number of vehicles actually passing through that intersection during the peak hour. The results of the evaluation are reported in terms of a volume-to-capacity (v/c) ratio, which corresponds to a Level of Service (LOS). Level of Service is represented by letter grades A through F, with LOS A representing free-flow conditions, and LOS F representing congested, over-capacity conditions. Table 14: Level of Service Ranges identifies each LOS category, and the corresponding intersection capacity utilization for signalized intersections. November 2020 Page 102 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration Table 14: Level of Service Ranges Signalized Intersections LOSa ICUb Methodology:V/Cc Ratio A <0.600 B 0.610—0.700 C 0.710—0.800 D 0.810—0.900 E 0.910—1.000 F >1.000 Note: (a) Level of Service; (b) Intersection Capacity Utilization (c) Volume-to-Capacity Ratio Source:Kimley-Horn,Transportation Impact Analysis,2020. Intersection LOS Thresholds The City of Tustin and City of Irvine LOS standard for intersection operation is LOS D or better. A project impact would be considered to be significant at intersections and roadway segmentswithin the Cityof Tustin orthe City of Irvine if it either: ■ Causes an intersection operating at an acceptable LOS (LOS D or better) to deteriorate to an unacceptable LOS (LOS E or F),or; ■ If already operating at an unacceptable LOS, adds 0.02 or more to the peak hour ICU or adds 0.02 or more to the roadway v/c ratio. Site Access and Parking Vehicular access provisions for the project site would consist of two full-movement driveways on Myford Road. Passenger vehicles and trucks would have the option to access the project site via either of the project driveways. Both project driveways would be unsignalized. Parking for automobiles, including standard, compact, accessible, and electrical vehicle (EV)stalls, would be provided in accordance with applicable code requirements. The project access will consist of two driveways off of southbound Myford Road. The project site plan showsthat the project would provide two 35 foot driveway entries. November 2020 Page 103 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration The on-site circulation consists of the two main entry drives, connecting at the southeast and northeast edge of the site to east-west drive aisles that run the length of the site. The project driveways will only service the project. Drive aisles leading to the truck dock doors along the west and east side ofthe building will be 35 feetwide. The project would include 111 parking spaces, including 4 standard accessible spaces, 1 accessible van space, 1 standard accessible EV charging space, 1 accessible EV van space, 8 EV charging only spaces, and 11 clean air van pool spaces. Existing Conditions Existing Roadway Conditions Regional access to the site is provided by SR 261, located approximately 0.3 miles east of the project site, the 1-5 freeway, located approximately 0.7 miles north of the site, and SR 55 located approximately 3 miles west of the site. Local access to the project area is provided by a number of local roadways, as described below. Myford Road is a north-south secondary roadway shared with the City of Irvine which begins at Michelle Drive and terminates at Dow Avenue. Myford Road is within the City of Tustin's jurisdiction west of the centerline and Irvine's jurisdiction east of the centerline. Myford Road forms the eastern boundary of the project site. In the project vicinity, Myford Road is a four-lane undivided roadway. On-street parking is generally prohibited on both sides.The posted speed limit is 40 mph. Michelle Drive is an east-west local roadway which extends from Chambers Road to Jamboree Road and is located 0.4 miles north of the project. Michelle Drive is shared by the Cities of Tustin and Irvine. It is within the City of Tustin's jurisdiction west of Myford Road and Irvine's jurisdiction east of Myford Road. Michelle Drive is a four-lane undivided roadway, providing 6-ft bike lanes for both directions of travel east of Myford Rd in the City of Irvine. On-street parking is prohibited on both sides of the street. The posted speed limit of Michelle Drive west of Myford Road to Franklin Avenue is 45 mph. There are no posted speed signs east of Myford Road. Walnut Avenue is an east-west primary roadway beginning in the City of Tustin and terminating in the City of Irvine at Myford Road. Walnut Avenue is shared by the Cities of Tustin and Irvine. It is within the City of Tustin's jurisdiction west of Myford Road and Irvine's jurisdiction east of Myford Road. Walnut Avenue is located approximately one- tenth of a mile to the south of the project site. West of Myford Road, it provides two travel lanes in each direction, and provides three travel lanes in each direction to the east of Myford Road in the City of Irvine. Walnut Avenue is a divided highway, and parking is generally prohibited on both sides of the street. The posted speed limit is 40 mph. November 2020 Page 104 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration Jamboree Road is a north-south major arterial which begins at Irvine Park Lane in the City of Orange and terminates at Bayside Drive in the City of Newport Beach. Jamboree Road is located approximately 0.2 miles southeast of the project site in the City of Irvine. It provides two travel lanes in each direction, where each direction of travel along Jamboree Road has its own intersection with Walnut Avenue. Each direction merges on to the main portion of Jamboree Road, which provides four travel lanes in each direction, separated by a median guardrail. Parking is prohibited on both sides of the street. The posted speed limit is 60 mph. Traffic Volumes Existing Intersections Levels of Service Existing peak hour operations at the study intersections were evaluated. Table 15: Existing Conditions Intersection LOS Summary displays the LOS analysis results for the study intersections under Existing Conditions. As shown in the table, all intersections currently operate at LOS D or better during both peak hours. Existing Roadway Segment Analysis Table 16: Existing Conditions Roadway Segment LOS Summary displays the roadway segments analysis under Existing Conditions. As shown in the table, all roadway segments within the study area function at LOS D or better under Existing Conditions exceptthe following: ■ Jamboree Road — between Michelle Drive and Walnut Avenue November 2020 Page 105 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration Table 15: Existing Conditions Intersection LOS Summary Intersection Jurisdiction Traffic Control(a) Peak Existing ConditionsHour ICU(b) LOS(c) 4 M.......................0.1.9........................A 1 Myford Rd.at Michelle Dr. City of Irvine Signal ............•• PM 0.32 A AM.......................0.:2.9........................A 2 Myford Rd.at Walnut Ave. City of Irvine Signal ............•• PM 0.42 A AM.......................0.:6.6.........................B 3 Jamboree Rd.at Michelle Dr. City of Irvine Signal ............• PM 0.70 B A M.......................0.5.°........................A 4 Jamboree Rd.NB at Wain utAve. City of Irvine Signal ............•• PM 0.50 A .........A.M.......................0.:34........................A 5 JamboreeRd.SBatWalnutAve. City oflrvine Signal •••••••••••••• PM 0.53 A 4 M.......................0.:�.�........................C 6 Jamboree Rd.at 1-5 SB Ramps Caltrans Signal ............• PM 0.57 A 4 M.......................0.�.9........................ 7 Jamboree Rd.at 1-5 NB Ramps Caltrans Signal ............• PM 0.78 C AM.......................0.6.°........................A 8 Tustin Ranch Rd.at Walnut Ave. City of Tustin Signal ............• PM 0.86 D AM.......................0:4.°........................A 9 Franklin Ave.at Wain utAve. City of Tustin Signal ............• PM 0.64 B Notes: (a) Signal=Traffic Signal (b) Intersection Capacity Utilization (c) Intersection operation is expressed in terms of volume-to-capacity(V/C)ratio using ICU methodologies. Source:Kimley-Horn,Transportation ImpactAnalysis,2020. Table 16: Existing Conditions Roadway Segment LOS Summary LOS E Existing LOS D Roadway Segment Capacity ADT VAC or Better? City of Irvine Walnut Avenue Myford Road to Jamboree Road 32,000 19,462 0.608 Yes Jamboree Road Michelle Drive to Walnut Avenue 63,000 63,637 1.010 No Michelle Drive Myford Road to Jamboree Road 28,000 13,105 0.468 Yes Myford Road Michelle Drive to Walnut Avenue 28,000 3,528 0.126 Yes City of Tustin(1) Walnut Avenue Tustin Ranch Road to Franklin Avenue37,500 23,190 0.618 Yes Notes: LOS= Level of Service;ADT=Average Daily Traffic (1) The City of Tustin uses intersection LOS evaluation to determine project traffic related impacts.This volume over capacityanalysis of the roadways within the City of Tustin are showfor informational purposes only. November 2020 Page 106 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration Project Traffic The following section describes the trip generation, distribution and assignment related to the proposed Myford Warehouse project. Roadway Network Changes There are no network improvements planned as part of the development of the project under Existing with Project, Opening Year with Project, and Horizon Year with Project scenarios. Trip Generation The Institute of Transportation Engineers (ITE) Trip Generation Manual (10th Edition) was referenced to calculate the estimated trip generation of the proposed project. The driveway trip generation rate of 8.18 trips per 1,000 square feet for High-Cube Fulfillment Center Warehouse was used to estimate trips for the project. The following ITE Land Use Code was used: ■ High-Cube Fulfillment Center Warehouse (Land Use 155) A trip generation rate was calculated for the existing land use to be replaced by the project. Currently, the site is occupied by a ±92,000 square foot warehouse. The driveway trip generation rate of 1.740 trips per 1,000 square feet for Warehousing was used to estimate the trips for the existing site. The following ITE Land Use Code was used: ■ Warehousing (Land Use 150) The resulting trip generation with the trip reductions is 1,642 daily trips with 114 morning peak-hour trips (53 in, 61 out) and 284 afternoon peak-hour trips (146 in, 138 out). These values are used in the trip assignment to the roadway network. Table 17:Trip Generation Summary summarizes the trip generation for the site. November 2020 Page 107 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration Table 17: Trip Generation Summary ITE Land Use ITE Unit Daily AM Peak Hour PM Peak Hour Code In Out Total In Out Total Warehousing 150 KSF 1.740 0.131 0.039 0.170 0.051 0.139 0.190 High-Cube Fulfillment Center 155 KSF 8.180 0.295 0.295 0.590 0.685 0.685 1.370 Warehouse Existing Land Uses Warehouse 91.794 KSF 160 12 4 16 5 13 18 Total Existing Trips 160 12 4 16 5 13 1 18 Proposed Land Use Project Land Use Quantity Unit Daily AM Peak Hour PM Peak Hour In I Out Total In Out Total High-Cube Fulfillment Center 220.354 KSF 1,802 65 65 130 151 151 302 Warehouse Total Proposed Trips 1,802 65 65 130 151 151 302 Project Trip Summary Total Proposed Trips 1,802 65 65 130 151 151 302 Total Existing Trips -160 -12 -4 -16 -5 -13 -18 Total Net New Trips 1,642 53 61 114 146 138 284 1 Source:Institute ofTransportation Engineers(ITE) Trip Generation Manual,10th Edition KSF=Thousand Square Feet Trip Distribution Trip distribution assumptions for the project trips were developed based on the likely origins and destinations of employees and project trucks. Based on these trip distribution assumptions, the new trips to be added to the street system by the proposed project were calculated. Trip Assignment Based on the project trip generation and trip distribution, AM and PM project trips were assigned to the local roadway network and through the study intersections. Existing with Project Conditions This section provides a description of the Existing Conditions with the addition of the proposed project. Roadway Network Changes No changes to the study roadway network are assumed to take place under Existing with Project Conditions. November 2020 Page 108 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration Traffic Volumes The proposed project would generate 1,642 net daily trips with 114 morning peak hour trips (53 in, 61 out) and 284 afternoon peak-hour trips (146 in, 138 out). Existing with Project Conditions volumes were determined by adding the project traffic to the Existing Conditions volumes. Existing with Project Condition roadway volumes were determined by adding project- generated daily trips to the study roadway segments. Intersection Analysis Table 18: Existing with Project Conditions Intersection LOS Summary displays the LOS analysis results for the study intersections under the Existing with Project Conditions. As shown in the table, all intersections within the study area would operate at LOS D or betterwith the addition of the proposed project. Roadway Segment Analysis Table 19: Existing with Project Conditions Roadway Segment LOS Summary displays the roadway segments analysis under the Existing with Project Conditions. As shown in the table, all roadway segments within the study area function at LOS D or better under Existing with Project Conditions exceptthe following: ■ Jamboree Road — between Michelle Drive and Walnut Avenue However, according to Irvine's performance criteria, a V/C change of less than 0.02 is not considered a significant project impact. November 2020 Page 109 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration Table 18: Existing with Project Conditions Intersection LOS Summary Traffic Existing Existingwith Project Conditions Intersection Jurisdiction Control Peak Conditions (a) Hour ICU(b) LOS ICU(b) LOS Ain Sig (c) (c) Delay (d) AM 0.19 A 0.19 A 0.00 NO 1 Myford Rd.at Michelle Dr. City of Irvine Signal .. ............................................................................................................. ................................................. PM 0.32 A 0.37 A 0.05 NO AM .29 A 0.30 A 001 NO 2 Myford Rd.at Walnut Ave. City of Irvine Signal .......................0................................................................................... .................................................. PM 0.42 A 0.44 A 0.02 NO Jamboree Rd.at Michelle y g AM 0.66 B 0.67 B 0.01 NO 3 Cit of Irvine Signal ........................................................................................................... ................................................. Dr. PM 0.70 B 0.72 B 0.02 NO Jamboree Rd.NB atg AM 0.50 A 0.51 A 0.01 NO 4 City of Irvine Signal ............................................................................................................. ................................................. Walnut Ave. PM 0.50 A 0.51 A 0.01 NO Jamboree Rd.SB at Walnutg AM 0.34 A 0.35 A 0.01 NO 5 City of Irvine Signal ....................................................................................................... ................................................. Ave. PM 0.53 A 0.54 A 0.01 NO Jamboree Rd.at 1-5 SB g AM 0.77 C 0.78 C 0.01 NO nal ....................................................................................................... ................................................. Ramps PM 0.57 A 0.58 A 0.01 NO Jamboree Rd.at 1-5 NB g AM 0.79 C 0.79 C 0.00 NO 7 Caltrans Signal ............................................................................................................. ................................................. Ramps PM 0.78 C 0.81 C 0.03 NO Tustin Ranch Rd.at Walnut g AM 0.60 A 0.60 A 0.00 NO yof Tustin Signal ............................................................................................................. ................................................. Ave. PM 0.86 D 0.86 D 0.00 NO Franklin Ave.at Walnut y g AM 0.40 A 0.40 A 0.00 NO ofTustin Signal ................ ........... ................................................. Ave. PM 0.64 B 0.64 B 0.00 NO Notes: (a) Signal=Traffic Signal (b) Intersection Capacity Utilization (c) Intersection operation is expressed in terms of volume-to-capacity(V/C)ratio using ICU methodologies. (d) Sig=Significant impact? November 2020 Page 110 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration Table 19: Existing with Project Conditions Roadway Segment LOS Summary Existing LOS D LOS E Existing Project + Change Roadway Segment V/C or Capacity ADT ADT Project in V/C getter? ADT City of Irvine Walnut Avenue Myford Road to 32,000 19,462 822 20,284 0.634 0.026 Yes Jamboree Road Jamboree Road Michelle Driveto 63,000 63,637 493 64,130 1.018 0.008 No Walnut Avenue Michelle Drive Myford Road to 28,000 13,105 657 13,762 0.492 0.023 Yes Jamboree Road Myford Road Michelle Driveto 28,000 3,528 986 4,514 0.161 0.161 Yes Walnut Avenue City of Tustin(1) Walnut Avenue Tustin Ranch Road 37,500 23,190 164 23,354 0.623 0.497 Yes to Franklin Avenue Notes: LOS= Level of Service;ADT=Average Daily Traffic (1) The City of Tustin uses intersection LOSevaluation to determine project traffic related impacts.This volume over capacity analysis of the roadways within the City of Tustin are show for informational purposes only. Opening Year (2021) Conditions This section summarizes the Opening Year (2021) Conditions. This scenario establishes a baseline to compare against the Opening Year (2021) with Project Conditions to determine direct project impacts. Year 2021 was selected as the anticipated opening year of the project. Roadway Network Changes No changes to the study roadway network are assumed to take place under Opening Year (2021) Conditions. Traffic Volumes Opening day intersection and roadway segment volumes were developed using the Irvine Transportation Analysis Model (ITAM). ITAM is operated and maintained by the City of Irvine, and the ITAM model area covers the Myford project study area. The ITAM forecast year for long-range future conditions is 2021 and 2040. The ITAM includes known cumulative projects in coordination with the City of Irvine and City of Tustin. As a conservative approach, if a turning movement forecast volume produced by this model was less than the existing traffic count for that movement, manual adjustments were made to ensure that all forecast volumes would be equal to or greater than the existing turning movementcounts. November 2020 Page 111 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration Intersection Analysis Table 20: Opening Year (2021) Conditions Intersection LOS Summary displays the LOS analysis results for the study intersections under the Opening Year (2021) Conditions. As shown in the table, all intersections within the study area would operate at LOS D or better in both peak hours. Table 20: Opening Year(2021)Conditions Intersection LOS Summary Intersection Jurisdiction Traffic Control Peak Opening Year Conditions (a) Hour ICU(b) LOS(c) AM......................0.:2 ...............................A 1 Myford Rd.at Michelle Dr. City of Irvine Signal ............••• .................. PM 0.32 A AM 0:3 6...............................A.................. 2 Myford Rd.at Walnut Ave. City of Irvine Signal .......................... . PM 0.43 A AM 0:62................................B.................. 3 Jamboree Rd.at Michelle Dr. City of Irvine Signal .......................... . PM 0.77 C AM 0:6.1................................B.................. 4 Jamboree Rd.NB at Wain utAve. City of Irvine Signal .......................... . PM 0.57 A AM 0:4.2...............................A.................. 5 Jamboree Rd.SBatWain utAve. City of Irvine Signal .......................... . PM 0.59 A AM 0.75 C 6 Jamboree Rd.at 1-5 SB Ramps Caltrans Signal ......................................................................................................... PM 0.60 A AM......................0.:8 3 7 Jamboree Rd.at 1-5 NB Ramps Caltrans Signal ............••• ............................... .................. PM 0.73 C AM 0:5 5...............................A.................. 8 Tustin Ranch Rd.at Walnut Ave. City of Tustin Signal .......................... . PM 0.86 D AM0:5 5...............................A.................. 9 Franklin Ave.at Wain utAve. City of Tustin Signal .......................... . PM 0.74 C Notes: (a) Signal=Traffic Signal (b) Intersection Capacity Utilization (c) Intersection operation is expressed in terms of volume-to-capacity(V/C)ratio using ICU methodologies. November 2020 Page 112 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration Roadway Segment Analysis Table 21: Opening Year (2021) Conditions Roadway Segment LOS Summary displays the roadway segments analysis under the Opening Year (2021) Conditions. As shown in the table, all study roadway segments are projected to operate at acceptable LOS except the following: ■ Jamboree Road — between Michelle Drive and Walnut Avenue Table 21: Opening Year(2021)Conditions Roadway Segment LOS Summary LOS E Opening LOS D Roadway Segment Capacity Year ADT VAC or Better? City of Irvine Walnut Avenue Myford Road to Jamboree Road 32,000 22,600 0.706 Yes Jamboree Road Michelle Drive to Walnut Avenue 63,000 68,100 1.081 No Michelle Drive Myford Road to Jamboree Road 28,000 20,600 0.736 Yes Myford Road Michelle Driveto Walnut Avenue 28,000 3,700 0.132 Yes City of Tustin Walnut Avenue Tustin Ranch Road to Franklin 37,500 21,400 0.571 Yes Avenue Notes: LOS= Level of Service;ADT=Average Daily Traffic (1) The City of Tustin uses intersection LOS evaluation to determine project traffic related impacts.This volume over capacityanalysis of the roadways within the City of Tustin are showfor informational purposes only. November 2020 Page 113 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration Opening Year (2021) with Project Conditions This section provides a description of the Opening Year (2021) Conditions with the addition of the proposed project. Roadway Network Changes No changes to the study roadway network are assumed to take place under Opening Year (2021) with Project Conditions. Traffic Volumes The proposed project would generate 1,642 net daily trips with 114 morning peak hour trips (53 in, 61 out) and 284 afternoon peak-hour trips (146 in, 138 out). Opening Year (2021) with Project Conditions volumes were determined by adding the project traffic to the Opening Year volumes. Opening Year (2021) with Project Condition roadway volumes were determined by adding project-generated daily trips to the study roadway segments. Intersection Analysis Table 22: Opening Year (2021) with Project Conditions Intersection LOS Summary displays the LOS analysis results for the study intersections under the Opening Year (2021) with Project Conditions. As shown in the table, all intersections within the study area would operate at LOS D or betterwith the addition of the proposed project. Roadway Segment Analysis Table 23: Opening Year (2021) with Project Conditions Roadway Segment LOS Summary displays the roadway segments analysis under Opening Year (2021) with Project Conditions. As shown in the table, all roadway segments within the study area function at LOS D or better under Opening Year (2021) with Project Conditions except the following: ■ Jamboree Road — between Michelle Drive and Walnut Avenue However, according to Irvine's performance criteria, a V/C change of less than 0.02 is not considered a significant project impact. November 2020 Page 114 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration Table 22: Opening Year(2021)with Project Conditions Intersection LOS Su mmary Opening Year Traffic (2021) Opening Year(2021)withProject Peak Conditions Intersection Jurisdiction Control Hour Conditions (a) ICU(b) LOS ICU(b) LOS Ain Sig (c) (c) Delay (d) AM 0.22 A 0.23 A 0.01 NO 1 Myford Rd.at Michelle Dr. City of Irvine Signal ...................................................................... 38.........................A........ .......0.... .................................... PM 0.32 A 0..... ...06 NO AM 0.36 A 0.38 A 0.02 NO 2 Myford Rd.at Walnut Ave. City of Irvine Signal .. ............................................................................................................. ................................................. PM 0.43 A 0.45 A 0.02 NO Jamboree Rd.at Michelleg AM 0.62 B 0.62 B 0.00 NO 3 City of Irvine Signal ............................................................................................................. ................................................. Dr. PM 0.77 C 0.80 C 0.03 NO Jamboree Rd.NB atg AM 0.61 B 0.62 A 0.01 NO 4 City of Irvine Signal ....................................................................................................... ................................................. Walnut Ave. PM 0.57 A 0.58 A 0.02 NO Jamboree Rd.SB at Walnut g AM 0.42 A 0.43 A 0.01 NO yof Irvine Signal ............................................................................................................. ................................................. Ave. PM 0.59 A 0.60 A 0.01 NO Jamboree Rd.at 1-5 SB g AM 0.75 C 0.75 C 0.00 NO nal ....................................................................................................... ................................................. Ramps PM 0.60 A 0.62 B 0.02 NO Jamboree Rd.at 1-5 NB g AM 0.83 D 0.84 C 0.01 NO 7 Caltrans Signal ............................................................................................................. ................................................. Ramps PM 0.73 C 0.73 C 0.00 NO Tustin Ranch Rd.at Walnutg AM 0.55 A 0.55 A 0.00 NO 8 City of Tustin Signal ............................................................................................................. ................................................. Ave. PM 0.86 D 1.54 D 0.68 NO Franklin Ave.at Walnut y g AM 0.55 A 0.55 A 0.00 NO 9 Cit of Tustin Signal ............................................................................................................. ................................................. Ave. PM 0.74 C 0.74 C 0.00 NO Notes: (a) Signal=Traffic Signal (b) Intersection Capacity Utilization (c) Intersection operation is expressed in terms of volume-to-capacity(V/C)ratio using ICU methodologies. (d) Sig=Significant impact? November 2020 Page 115 C: £ _ q I \ z \ \ > o \ 3 3 2 &u \ 0 Q / 0 / > R § R R R R = 0 0 0 0 0 \ u .z 21 ro u / E ƒ \ \ ro > > / > Lr) 0 o a o E \ E S _ m » \ \ \ \ 0 7 \ � % � 2 ® _ CL ° « m < E \ � � > \ 2 2 U to 3 = w \ o q / \ % 7 2 .a m « < � z« CY) - / a & 0 ƒ k E I z 0 6 - _ / 0 0 0 0 ° $ a) - J $ o W ƒ \ ¥ 2 - 7 2 0 0 0 0 0 > u o 0 0 0 0 'E ° m c a a a 9 ' o CL & m < < » \_ m z � � m @ � Q _ ± _ ± _ / 2 0 Of) \ of u \ \ ƒ \ m \ / \ / / 2 2 / - E / / 0 j\ / E2 2 2 0 � C:_ \ _ \ u \ \ o o Of \ / ¥ _ k _ k = » \ / / / / / ' § u u / \ 0 m > / > / .§ a < V/ ® { \ ) % § m ° _ § 7 / § \ j \ \ / \ > \ d / - u t § m o aj o k 5 ± 3 Q Q z / u z 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration Horizon Year(2040) Conditions This section summarizes the Horizon Year (2040) Conditions. This scenario establishes a baseline to compare against the Horizon Year (2040) with Project Conditions to determine direct project impacts. Roadway Network Changes No changes to the study roadway network are assumed to take place under Horizon Year (2040) Conditions. Traffic Volumes The Horizon Year intersection and roadway segment volumes were developed using the Irvine Transportation Analysis Model (ITAM). ITAM is operated and maintained by the City of Irvine, and the ITAM model area covers the Myford project study area. The ITAM forecast year for long-range future conditions is 2020 and 2040. The ITAM includes know cumulative projects in coordination with the City of Irvine and City of Tustin. As a conservative approach, if a turning movement forecast volume produced by this model was less than the existing traffic count for that movement, manual adjustments were made to ensure that all forecast volumes would be equal to or greater than the existing turning movementcounts. Intersection Analysis Table 24: Horizon Year (2040) Conditions Intersection LOS Summary displays the LOS analysis results for the study intersections under the Horizon Year (2040) Conditions. As shown in the table, all intersections within the study area would operate at LOS D or better in both peak hours. November 2020 Page 117 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration Table 24: Horizon Year(2040)Conditions Intersection LOS Summary Intersection Jurisdiction Traffic Control Peak Horizon Year Conditions (a) Hour ICU(b) LOS(c) 1 Myford Rd.at Michelle Dr. City of Irvine Signal A.M....................0.3.4............. ...............A................. PM 0.37 A 2 Myford Rd.at Walnut Ave. City of Irvine Signal A.M....................0.3.6............. ...............A................. PM 0.48 A Jamboree Rd.at Michelle AM 0.71 C 3 Dr. City of Irvine Signal .........P�....................0.79............ ................C................ Jamboree Rd.NB at Walnut AM 0.67 B 4 City of Irvine Signal .............................................................. .................................... Ave. PM 0.69 B Jamboree Rd.SB at Wainut AM 0.50 A 5 City of Irvine Signal .............................................................. .................................... Ave. PM 0.63 B Jamboree Rd.at 1-5 SB AM 0.75 C 6Caltrans Signal .........P� 0.63B .................... ............ ................ ................ Ramps Jamboree Rd.at 1-5 NB AM 0.84 D 7 Caltrans Signal .............................................................. .................................... Ramps PM 0.73 C Tustin Ranch Rd.at Walnut AM 0.68 B 8 City of Tustin Signal .............................................................. .................................... Ave. PM 0.88 D 9 Fran klin Ave.at Wain ut Ave. City of Tustin Signal A.M....................0.5.?............ ...............A................. PM 0.76 C Notes: (a) Signal=Traffic Signal (b) Intersection Capacity Utilization (c) Intersection operation is expressed in terms of volume-to-capacity (V/C) ratio using ICU methodologies. November 2020 Page 118 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration Roadway Segment Analysis Table 25: Horizon Year (2040) Conditions Roadway Segment LOS Summary displays the roadway segments analysis under the Horizon Year (2040) Conditions. As shown in the table, all roadway segments within the study area function at LOS D or better under the Horizon Year (2040) Conditions exceptthe following: ■ Jamboree Road — between Michelle Drive and Walnut Avenue Table 25: Horizon Year(2040)Conditions Roadway Segment LOS Summary LOS E Horizon LOS D Roadway Segment Capacity Year ADT VAC or Better? City of Irvine Walnut Avenue Myford Road to Jamboree Road 32,000 23,900 0.747 Yes Jamboree Road Michelle Drive to Walnut 63,000 72,500 1.151 No Avenue Michelle Drive Myford Road to Jamboree Road 28,000 21,300 0.761 Yes Myford Road Michelle Drive to Walnut 28,000 4,200 0.150 Yes Avenue City of Tustin(1) Walnut Avenue Tustin Ranch Road to Franklin 37,500 22,900 0.611 Yes Avenue Notes: LOS= Level of Service;ADT=Average Daily Traffic (1) The City of Tustin uses intersection LOS evaluation to determine project traffic related impacts.This volume overcapacity analysis of the roadways within the City of Tustin are show for informational purposes only. Horizon Year(2040) with Project Conditions This section provides a description of the Horizon Year (2040) Conditions with the addition of the proposed project. Roadway network Changes No changes to the study roadway network are assumed to take place under Horizon Year (2040) with Project Conditions. Traffic Volumes The proposed project would generate 1,642 net daily trips with 114 morning peak hour trips (53 in, 61 out) and 284 afternoon peak-hour trips (146 in, 138 out). Horizon Year (2040) with Project Conditions volumes were determined by adding the project traffic to the Horizon Year volumes. November 2020 Page 119 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration Horizon Year (2040) with Project Condition roadway volumes were determined by adding project-generated daily trips to the study roadway segments. Intersection Analysis Table 26: Horizon Year (2040) with Project Conditions Intersection LOS Summary displays the LOS analysis results for the study intersections under the Horizon Year (2040) with Project Conditions. As shown in the table, all intersections within the study area would operate at LOS D or betterwith the addition of the proposed project. Table26: Horizon Year(2040)with Project Conditions Intersection LOSSummary Horizon Year(2040) Horizon Year(2040) Traffic Peak Conditions With Project Intersection Jurisdiction Control Conditions Hour (a) ICU LOS ICU LOS Ain Sig (b) (c) (b) (c) Delay (d) AM 0.34 A 0.35 A 0.01 NO 1 Myford Rd.at Michelle Dr. City of Irvine Signal ... ................................ ................................................................... ............................................ PM 0.37 A 0.43 A 0.05 NO AM 0.36 A 0.37 A 0.01 NO 2 Myford Rd.at Walnut Ave. Cityof Irvine Signal ... ................................ ................................................................... ............................................ PM 0.48 A 0.51 A 0.03 NO Jamboree Rd.at Michelle AM 0. 0.72 0.01 NO 3 City oflrvine Signal .....................................71..... ..........C............................................C............. ............................................ Dr. PM 0.79 C 0.81 D 0.02 NO Jamboree Rd.NB at AM 0.67 B 0.69 B 0.02 NO 4 City oflrvine Signal ... ................................ ................................................................... ............................................ Walnut Ave. PM 0.69 B 0.70 B 0.01 NO 5 Jamboree Rd.SB at Wainut CitAM 0.50 A 0.50 A 0.00 NO Cityof Signal ... ................................ ................................................................... ............................................ Ave. PM 0.63 B 0.65 B 0.02 NO Jamboree Rd.at 1-5 SB AM 0.75 C 0.76 C 0.01 NO 6 Caltrans Signal .......................................... ................................................................... ............................................ Ramps PM 0.63 B 0.65 B 0.02 NO Jamboree Rd.at 1-5 NB AM 0.84 D 0.86 D 0.02 NO 7 Caltrans Signal .......................................... ................................................................... ............................................ Ramps PM 0.73 C 0.74 C 0.01 NO Tustin Ranch Rd.at Walnut AM 0.68 B 0.68 B 0.00 NO 8 City of Tustin Signal .......................................... ................................................................... ............................................ Ave. PM 0.88 D 0.89 D 0.01 NO Franklin Ave.atWalnut AM 0.57 A 0.57 A 0.00 NO 9 City of Tustin Signal ... .................................. ....................................77.... C........................... .......0......01............................... Ave. PM 0.76 C 0. . NO Notes: (a) Signal=Traffic Signal (b) Intersection Capacity Utilization (c) Intersection operation is expressed in terms of volume-to-capacity(V/C)ratio using ICU methodologies. d Sig=Significant impact? November 2020 Page 120 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration Roadway Segment Analysis Table 27: Horizon Year (2040) with Project Conditions Roadway Segment LOS Summary displays the roadway segments analysis under the Horizon Year (2040) with Project Conditions. As shown in the table, all roadway segments within the study area function at LOS D or better under the Horizon Year (2040) with Project Conditions except the following: ■ Jamboree Road — between Michelle Drive and Walnut Avenue However, according to Irvine's performance criteria, a V/C change of less than 0.02 is not considered a significant project impact. November 2020 Page 121 M1• L 0 41 N O N N N O a) } Z } } } J O O (O O L 11 Q000 M 1.11 fp > O O O O O s c o 0 0 0 0 v N N 21 C L M m Ln Ln c0 m V r- Ln 00 00 I� ri I� ri lD u E O O O O O � CA u N 0m Ln+ N M > N +' C J O N lD O N y O L C Q I� Ql Ql00 O aJ r I Lr -O U Ct O > wCU > 'a > m y H N M I- lD ~ 0 •ru '0 0 N Ql LI7 00 (.0N Q 00 � lD Q) rl UO m a a z 0 Ln cu N O O O O O 0.0 N Q O O O O O co Ql Ln M N Ili 73 O M M N r-I N L O u � U � W +�+ O O O O O aJ io ,+ •� O Q O O O O Ln O C O. J m N M 00 00 I- Q ru ru C: aJ N O O aJ O aJ Y 6 > of > C O O L Qcu Q ru + Q m aJ cu C LL U- O O C O C O C E `o E `o a, L' � O d co co co O co > •0 L E O O O O aJ L aJ + u >> > Q E ru --1 O o N aJ aJ aJ O C C 0A •+, L 0 aJ aJ '+P m U O V) aJ C N 0 a) v Q v1 co C C aJ 'O 41 aJ U ..p N 7 C O c�0 C i j m v w L O v aJ 3 v > y 0 OC O Ln O O = Qaj G1 -O i.. Q `� O NO N C ► O 0 13 aJ + L C t O > U O cu E —M CU O ice. C 1�, .� E v z 0 3 z 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration b) Would the project conflict or be inconsistent with CEQA Guidelines section 15064.3, subdivision (b)? Less than Significant Impact. Senate Bill 743 (SB 743) was approved by the California legislature in September 2013. SB 743 requires changes to CEQA, specifically directing the Governor's Office of Planning and Research (OPR) to develop alternative metrics to the use of vehicular LOS for evaluating transportation projects. OPR has prepared a technical advisory ("OPR Technical Advisory") for evaluating transportation impacts in CEQA and has recommended that Vehicle Miles Traveled (VMT) replace LOS as the primary measure of transportation impacts. The Natural Resources Agency has adopted updates to CEQA Guidelines to incorporate SB 743 that requires use of VMT for the purposes of determining a significant transportation impact under CEQA. The City of Tustin is in the process of adopting VMT-based metric guidelines to evaluate transportation impacts for CEQA. Until the City adopts a VMT policy, projects are likely to be evaluated on a case-by-case basis. The VMT assessment methodology forthis project was determined in coordination with the City of Tustin staff. Low-VMT Area Screening Projects that are located in areas with low VMT, and that incorporate similar features (i.e., density, mix of uses, transit accessibility), will tend to exhibit similarly low VMT. Because new development in such locations would likely result in a similar level of VMT, low VMT areas can be used to screen out projects from needing to prepare a detailed VMT analysis. VMT data based on Orange County Transportation Analysis Model (OCTAM) shows the employment (commute) VMT per employee for the traffic analysis zone (TAZ) in which the project is located is below than the Citywide VMT per employee. The project VMT per Employee is 23.1, which is lower than the Citywide VMT per employee of 23.6. The project will screen out as the project site is in a low VMT area based on OCTAM. Truck Trips Related to Shipping Activities The OPR guidance indicates that, although heavy vehicle traffic can be included for analysis convenience, the SB 743 analysis requirements are specific to passenger-vehicles and light duty trucks. While it may be appropriate to consider heavy vehicle traffic if directed by the lead agency, it is generally understood that interstate commerce and related heavy vehicle traffic are regulated by the federal government as it relates to commerce. Irrespective of this and considering that the end-user of this facility is unknown at this time (so the nature of the business enterprise and its probable origins and destinations are unknown), it is reasonable to assume that the ultimate end user will select this location, at least in part, as to how it effects their transportation costs. Most often businesses who have shipping as a significant part of their operations are sensitive November 2020 Page 123 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration to transportation costs and their relative proximity to customers and suppliers. Accordingly, it is reasonable to assume that warehouses are often located in a manner to reduce VMT given that it is the interest of the business. Based on the considerations noted above, the project will screen out as the project site is in a low VMT area based on OCTAM. As such the project would result in a less than significant impact related to findings underSB 743. H Substantially increase hazards due to a geometric design feature (e.g., sharp curves or dangerous intersections) or incompatible uses (e.g.,farm equipment)? No Impact. The design features of the proposed project do not incorporate any hazardous or incompatible features. The drive aisles/fire lanes within the project site have been designed to be both efficient and safe for vehicular traffic. Additionally, the project would not be an incompatible use, nor would it be hazardous due to its design. Therefore, no impact would occur. d) Result in inadequate emergency access? Less Than Significant Impact. The project provides two 35-foot driveway entries on Myford Road. Project design features and ingress and egress are developed to comply with all relevant emergency regulations. Additionally, construction of the proposed project is not expected to require road closures or otherwise adversely affect emergency access around the site perimeter. As a standard practice, if road closures (complete or partial) were necessary, the Police and Fire Departments would be notified of the construction schedule and any required detours would allow emergencyvehicles to use alternate routes for emergency response. The impact on emergency access would be less than significant. Cumulative Impacts The proposed project would not result in direct or indirect significant impacts related to transportation. Therefore, the proposed project would not result in incremental effects to transportation that could be compounded or increased when considered together with similar effects from other past, present, and reasonably foreseeable probable future projects. As a result, no cumulative impacts related to transportation would occur. November 2020 Page 124 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration TRIBAL CULTURAL RESOURCES IMPACTSPotentially Significant Potentially Unless Less Than Issues Issues Incorporated Impact Impact 18. TRIBAL CULTURAL RESOURCES.Wouldthe project: a) Cause a substantial adverse change in the significance of a tribal cultural resource,defined in Public Resources Code section 21074 aseithera site,feature,place, cultural landscape that is geographicallydefined in terms of the size and scope of the landscape,sacred place,or objectwith cultural valuetoa California NativeAmerican tribe,and that is: i) Listed or eligible for listing in the California Register X of Historical Resources,or in a local register of historical resources as defined in Public Resources Code section 5020.1(k)? ii) A resource determined by the lead agency,in its X discretion and supported by substantial evidence, to be significant pursuantto criteria setforth in subdivision(c)of Public Resources Code Section 5024.1.In applyingthe criteria setforth in subdivision(c)of Public Resource Code Section 5024.1,the lead agency shall consider the significance of the resourceto a California Native American tribe? The discussion below relies on the City's General Plan as it relates to the cultural and tribal resources and the project site. a) Cause a substantial adverse change in the significance of a tribal cultural resource, defined in Public Resources Code section 21074 as either a site, feature, place, cultural landscape that is geographically defined in terms of the size and scope of the landscape, sacred place, or object with cultural value to a California Native American tribe, and that is: i) Listed or eligible for listing in the California: i) Listed or eligible for listing in the California Register of Historical Resources, or in a local register of historical resources as defined in Public Resources Code section 5020.1(k). No Impact. As discussed above in Section 4.5, Cultural Resources, the proposed project would result in no impact to sites that are listed or eligible for listing in the California Register of Historic Resources. ii) A resource determined by the lead agency, in its discretion and supported by substantial evidence, to be significant pursuant to criteria setforth in subdivision (c) of November 2020 Page 125 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration Public Resources Code Section 5024.1. In applying the criteria set forth in subdivision (c) of Public Resources Code Section 5024.1, the lead agency shall consider the significance of the resource to a California Native American tribe. Potentially Significant Unless Mitigation Incorporated. Per the City's standard practice and in accordance with Assembly Bill 52 (AB 52), including Section 21080.3.1(d), the City circulated letters via certified mail on August 21, 2020 to the tribes referenced in Section 3.0 (10) to request comments and input on the proposed project and the potential to affect Tribal and Cultural Resources. At the expiration of the AB-52 noticing period (30 days) on September 20, 2020, the City had received response letters from the (1) Juaneno Band of Mission Indians, Acjachemen Nation — Belardes and the (2) Gabrieleno Band of Mission Indians-Kizh Nation to request consultation. The City will conclude consultation prior to certification of the project's proposed Mitigated Negative Declaration. The project site has been previously disturbed and the surrounding area is predominately urbanized with industrial uses. The proposed project would mostly balance with approximately 21 cy of exported soil. According to Figure COSR-2 in the City's General Plan, the project site is not located within a known archaeological area. Due to the level of past disturbance, it is not anticipated that archaeological sites would be found. Because the proposed project involves development of a site that has been so heavily disturbed, it is not anticipated that intact subsurface archaeological resources would be encountered during excavation and grading activities. Although the potential for disturbance of undiscovered resources during grading and excavation activities is considered low, in accordance with Policy 13.2 of the Conservation/Open Space/ Recreation element of the City's General Plan which requires mitigation measures where development will affect archaeological or paleontological resources, Mitigation Measures CUL-1 through CUL-3 identified in Section 4.5, Cultural Resources, are required to reduce this potential impact to a level considered less than significant. Cumulative Impacts The proposed project would result in less than significant impacts to tribal cultural resources after incorporation of mitigation. The chances of cumulative impacts occurring as a result of project implementation plus implementation of other projects in the region is not likely since all past, present, and reasonably foreseeable project would be have been or will be subject to individual project-level environmental review. Since project-related impacts would be reduced to a less than significant level with mitigation, and because existing laws and regulations are in place to protect tribal cultural resources and prevent significant impact to such resources, the potential incremental effects of the proposed project would not be cumulatively considerable. November 2020 Page 126 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration UTILITIES ANDSERVICESYSTEMS IMPACTSPotentially Significant Potentially Unless Less Than Issues Issues Incorporated Impact Impact 19. UTILITIES AND SERVICE SYSTEMS.Would the project: a) Require or result in the relocation orconstruction of new or expanded water,wastewater treatment or storm water drainage,electric power,natural gas,or x telecommunications facilities,the construction or relocation of which could cause significant environmental effects? b) Have sufficientwater supplies available to servethe projectand reasonably foreseeable futuredevelopment x during normal,dry and multiple dryyears? c) Resultin a determination by the wastewatertreatment provide rwhich serves or may serve the projectthat it has adequate capacity to serve the project's projected x demand in addition to the provider's existing commitments? d) Generate solid waste in excess of State or local standards,or in excess of the capacity of local X infrastructure,or otherwise impairthe attainment of solid waste reduction goals? e) Complywith federal,state,and local managementand reduction statutes and regulations related to solid x waste? a) Require or result in the relocation or construction of new or expanded water, wastewater treatment or storm water drainage, electric power, natural gas, or telecommunications facilities, the construction or relocation of which could cause significant environmental effects? Less Than Significant Impact. The City does not own or operate wastewater treatment facilities or sewers and sends all collected wastewater to Orange County Sanitation District (OCSD) for treatment and disposal. Wastewater services within the City are provided by OCSD and IRWD. Collected wastewater is sent to OCSD's plants located in the Cities of Huntington Beach and Fountain Valley. OCSD's Plant No. 1 in Fountain Valley November 2020 Page 127 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration has a capacity of 320 million gallons per day (MGD) and Plant No. 2 in Huntington Beach has a capacity of 312 MGD.21 The proposed project is located within an urbanized area of the City of Tustin and is proposing a use consistent with the land use designation and zoning for the project site. Accordingly, the proposed project does not increase the need for utility facilities beyond what was evaluated in the City's General Plan. The proposed project includes uses that are consistent with the approved land use and zoning for the site, thus the wastewater pipelines would be sufficient to convey project wastewater. Additionally, sewer, water, and wastewater lines are already in place to serve the proposed project and relocation or expansion of these lines beyond the scope of the proposed project site, or construction of a new or expanded sewer, water, wastewater treatment facilities as a result of the proposed project would not be required for construction or operation of the proposed project. Stormwater, drainage, electric power, natural gas, and telecommunications facilities are in place to serve the project without the need for construction or relocation of utility facilities. Further, the Applicant obtained "will serve" letters from required utility providers that would serve the project including: domestic water, fire water, and sewer (Irvine Ranch Water District), telecommunications (AT&T), fiber (Charter Communications), cable (Cox Communications), and natural gas (Southern California Gas). The only "will serve" letter that has not yet been obtained is for power (Southern California Edison). However, since the existing building is occupied and being used for operations involving power from SCE currently, the risk of the proposed project not being served with power is minimal. Therefore, the proposed project would not require the construction of new sewer, water, wastewater, stormwater, drainage, electric power, natural gas, or telecommunication facilities which could cause significant environmental effects.Significant impacts would not occur, and no mitigation is required. b) Have sufficient water supplies available to serve the project and reasonably foreseeable future development during normal, dry and multiple dry years? Less Than Significant Impact. The proposed project would be served with potable water by the IRWD. According to IRWD's 2015 Urban Water Management Plan (UWMP), IRWD's supplies remain essentially constant between normal, single-dry and multiple-dry years because groundwater and imported water account for all of IRWD's potable supply, and recycled water, groundwater and imported water comprise nearly all of IRWD's non- potable supply.22 21 City of Tustin. (2016).2015 Urban Water Management Plan.Retrieved from https://www.tustinca.org/Archive/39.Accessed September 21, 2020. 22 Irvine Ranch Water District.(2016).2015 Urban Water Management Plan.Retrieved from https://www.irwd.com/images/pdf/doing- business/environmental-documents/UWMP/IRWD_UWMP_2015_rev_01-03-17_FINAL.pdf. Accessed Septem be r 21,2020. November 2020 Page 128 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration The project would not require a zone change as it would be consistent with the City's approved land use and zoning. Thus, the project would be consistent with the water demand estimated for these parcels in the waterdemand analysis in the UWMP. Potable water would be supplied using imported water supplies, local surface and groundwater supplies and through recycling and water conservation. Water demand during construction would be temporary and would not require additional water beyond the needs of typical construction projects for a project of this type. Given that the project's proposed use is consistent with the project site's zoning and General Plan designation, and therefore consistent with the City's planned growth which was accounted for in the City's Urban Water Management Plan, adequate water supplies would be available to serve the proposed project, impacts would be less than significant, and mitigation is not required. c) Result in a determination by the wastewater treatment provider which serves or may serve the project that it has adequate capacity to serve the project's projected demand in addition to the provider's existing commitments? Less Than Significant Impact. As discussed above, there are sufficient wastewater treatment facilities and capacity to service the project. The project would also be required to develop appropriately sized water and wastewater conveyance facilities to and from the project site. Thus, less than significant impacts would occur. d) Generate solid waste in excess of State or local standards, or in excess of the capacity of local infrastructure, or otherwise impair the attainment of solid waste reduction goals? Less Than Significant Impact. The County of Orange owns and operates the Frank R.Bowerman Sanitary Landfill, which serves the City of Tustin. The proposed project is anticipated to generate solid waste during the temporary, short-term construction phase, as well as the operational phase, but it is not anticipated to result in inadequate landfill capacity. According to CalRecycles's Estimated Solid Waste Generation Rates for a light industrial facility (the most applicable rate to a warehouse distribution facility), the project is estimated to produce 41.64 pounds of waste per employee per day.23 The estimated number of employees to operate the warehouse would be approximately 157 people. This equates to approximately 7,703 pounds (3.85 tons) of waste per day from the project facility. That is approximately 0.03 percent of the Frank R.Bowerman Sanitary Landfill's maximum daily throughput of 11,500 tons per day. This landfill has a maximum permitted capacity of approximately 266 million cubic yards, and the landfill has a remaining capacity of approximately 205 million cubic yards. The landfill has an expected operational life through year 2053 with the potential for vertical, or downward 13 California Department of Resources Recycling and Recovery.(1992).Estimated Solid Waste Generation Rates.Retrieved from https://www2.calrecycle.ca.gov/WasteCharacterization/General/Rates.Accessed September 21,2020. November 2020 Page 129 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration expansion.24 For these reasons, the proposed project's solid waste disposal needs can be met by the Frank R.Bowerman Sanitary Landfill. e) Comply with federal, state, and local management and reduction statutes and regulations related to solid waste? Less Than Significant Impact. The proposed project, as with all other development in the City, would be required to adhere to City ordinances with respect to waste reduction and recycling. As a result, no impacts related to State and local statutes governing solid waste are anticipated and no mitigation is required. Cumulative Impacts The proposed project would have a less than significant impact with respect to utilities/service systems. The project would require water and wastewater infrastructure, as well as solid waste disposal for building facility construction and operation. Development of public utility infrastructure is part of an extensive planning process involving utility providers and jurisdictions with discretionary review authority. The coordination process associated with the preparation of development and infrastructure plans is intended to ensure that adequate resources are available to serve both individual projects and cumulative demand for resources and infrastructure as a result of cumulative growth and development in the area. Each individual project is subject to review for utility capacity to avoid unanticipated interruptions in service or inadequate supplies. Coordination with the utility companies would allow for the provision of utility service to the proposed project and other developments. The project and other planned projects are subject to connection and service fees to assist in facility expansion and service improvements triggered by an increase in demand. Because of the utility planning and coordination activities described above, no significant cumulative utility impacts are anticipated. California Department of Resources Recycling and Recovery.(2020).Frank R.Bowerman Sanitary Landfill Detail(30-AB-0360). Retrieved from https://www2.caIrecycle.ca.gov/SolidWaste/SiteActivity/Details/2767?siteID=2103. Accessed September 21,2020. November 2020 Page 130 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration WILDFIRE Potentially Significant Potentially Unless Less Than ENVIRONMENTAL IMPACTS significant Mitigation significant No Issues Issues Incorporated Impact Impact 20. WILDFIRE.If located in or near state responsibility areas or lands classified as very high fire hazard severity zones,would the project: a) Substantially impair an adopted emergency response X plan or emergency evacuation plan? b) Due to slope,prevailing winds,and otherfactors, X exacerbate wildfire risks,and thereby expose project occupants to,pollutant concentrations from a wildfire or the uncontrolled spread of a wildfire? c) Require the installation ormaintenance of associated X infrastructure(such as roads,fuel breaks,emergency water sources,power lines or other utilities)that may exacerbate fire risk or that may result in temporary or ongoing impacts to the environment? d) Expose people orstructuresto significant risks,including X downslope or downstream flooding or landslides,as a resultof runoff,post-fireslope instability,or drainage changes? a) Substantially impair an adopted emergency response plan or emergency evacuation plan? No Impact. As discussed in Threshold 4.9 (f), the proposed project would not impair or physically interfere with an adopted emergency response or evacuation plan, including the City of Tustin Emergency Operations Plan, which was revised in November 2019. The project does not include the construction of new roadways or vacation of roadways that would alter the Circulation Plan. Primary access to all major roads would be maintained during construction of the proposed project. Further, the conditions of approval for the project would include any additional requirements set forth by the City to ensure proper radio coverage for first responders in case of emergencyat the project site. Therefore, no associated impacts would occur. b) Due to slope, prevailing winds, and other factors, exacerbate wildfire risks, and thereby expose project occupants to, pollutant concentrations from a wildfire or the uncontrolled spread of a wildfire? Less than Significant Impact. The proposed project is located in a predominately developed area consisting of industrial and commercial uses. The project site is currently improved with an existing ±92,000 square foot industrial building, ancillary auto parking lot, and existing cellular tower. Onsite vegetation consists of landscaped ornamental November 2020 Page 131 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration vegetation. According to wind rose data for the project area, wind generally travels to the south and southwest and has an average speed of 6.6 mph.25 The surrounding area is largely developed and does not include large areas of vacant or open spaces areas, thus minimizing the likeliness of an uncontrolled spread of wildfire emanating from the project site. In addition, the project site does not include any steep slopes which would exacerbate the spread of wildfires. Further, as discussed in Threshold 4.9(g), the project site is mapped as a non-very high fire hazard severity zone (VHFHSZ). Impacts would be less than significant. c) Require the installation or maintenance of associated infrastructure (such as roads, fuel breaks, emergency water sources, power lines or other utilities) that may exacerbate fire risk or that may result in temporary or ongoing impacts to the environment? Less than Significant Impact. As described in Threshold 4.19 (b) above, water for the proposed project would be provided by the IRWD and additional water facilities would not be required to serve the project. The addition of the proposed project would not create an additional demand forwater beyond those identified in the City's General Plan. Thus, adequate water required for fire emergency services would be available to the proposed project. Additionally, the project would not include the installation of above ground utilities or power lines that could exacerbate the fire risk. The construction of underground utilities would reduce the fire risk associated with above ground utilities to a less than significant level. d) Expose people or structures to significant risks, including downslope or downstream flooding or landslides, as a result of runoff,post-fireslope instability, or drainage changes? Less than Significant Impact. As described in Threshold 4.10 (c) above, potential hazards related to downstream flooding are less than significant. Under proposed conditions, on- site surface runoff would be captured and routed through two proprietary biofiltration systems for treatment before being discharge off-site. In addition, the truck loading dock areas on the north and south portion of the project site would act as on-site detention basins prior to discharge off-site. As discussed in Threshold 4.7 (a), the project site is not located within an area susceptible to landslides. The proposed project would be constructed in accordance with the Uniform Building Code (UBC) and California Building Code (CBC), as well as the Geotechnical Engineering Investigation conducted for the project and the grading requirements contained within Article 8 of the City's Development Code.Thus, impacts would be less than significant. zs Iowa State University.(2020).Iowa Environmental Mesonet.Retrieved from https://mesonet.agron.iastate.edu/sites/windrose.phtml?station=SBD&network=CA_ASOS.Accessed September 22,2020. November 2020 Page 132 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration Cumulative Impacts The proposed project would not result in direct or indirect significant impacts related to wildfires. Therefore, the proposed project would not result in incremental effects to wildfires that could be compounded or increased when considered together with similar effects from other past, present, and reasonably foreseeable probable future projects. As a result, no cumulative impacts related to wildfires would occur. November 2020 Page 133 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration MANDATORY FINDINGS OF SIGNIFICANCE IMPACTSPotentially Significant Potentially Unless Less Than Issues Issues Incorporated Impact Impact 21. MANDATORY FINDINGS OF SIGNIFICANCE.Does the project: a) Have the potential to substantially degrade the quality of the environment,substantially reduce the habitat of a fish or wildlife species,cause a fish or wildlife population to drop below self-sustaining levels,threaten to eliminate a plant or animal community,substantially X reduce the numberor restrictthe range of rare or endangered plant or animal or eliminate important examples of the major periods of California historyor prehistory? b) Does the project have impacts that are individually limited,but cu mulativelyconsiderable?("Cumulatively considerable"meansthat the incremental effects of a projectare considerable when viewed in connection X with the effects of past projects,the effects of other current projects,and the effects of probable future projects)? c) Does the project have environmental effects whichwill cause substantial adverse effects on human beings, X either directlyor indirectly? a) Have the potential to substantially degrade the quality of the environment, substantially reduce the habitat of a fish or wildlife species, cause a fish or wildlife population to drop below self-sustaining levels, threaten to eliminate a plant or animal community, substantially reduce the number or restrict the range of a rare or endangered plant or animal or eliminate important examples of the major periods of California history or prehistory? No Impact. All impacts to the environment, including impacts to habitat for fish and wildlife species, fish and wildlife populations, plant and animal communities, rare and endangered plants and animals, and historical and pre-historical resources were evaluated as part of this IS/MND. As discussed in Section 4.4, Biological Resources, the Project would not have a significant impact on a sensitive habitat or species. b) Does the project have impacts that are individually limited, but cumulatively considerable? ("Cumulatively considerable" means that the incremental effects of a project are considerable when viewed in connection with the effects of past projects, the effects of other current projects, and the effects of probable future projects)? November 2020 Page 134 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration Less Than Significant Impact. As discussed throughout this IS/MND, implementation of the proposed project has the potential to result in effects to the environment that are individually limited, and cumulatively may be considerable in specific areas. In all instances where the proposed project has the potential to contribute to a cumulatively considerable impact to the environment, mitigation measures have been imposed to reduce potential effects to less-than-significant levels. As such, with incorporation of the Project Design Features and mitigation measures imposed throughout this IS/MND, the project would not contribute to environmental effects that are individually limited, but cumulatively considerable, and impacts would be less than significant. c) Does the project have environmental effects which will cause substantial adverse effects on human beings, either directly or indirectly? Less Than Significant Impact. The project's potential to result in environmental effects that could adversely affect human beings, either directly or indirectly, has been discussed throughout this IS/MND. In instances where the project has potential to result in direct or indirect adverse effects to human beings, mitigation measures have been applied to reduce the impact to below a level of significance. With required implementation of Project Design Features and mitigation measures identified in this IS/MND, construction and operation of the proposed project would not involve any activities that would result in environmental effects which would cause substantial adverse effects on human beings, either directly or indirectly. November 2020 Page 135 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration 5.0 REFERENCES Avocet Environmental, Inc. (2019). Phase/Environmental Site Assessment. Avocet Environmental, Inc. (2019). Soil VaporAssessment. California Departmentof Conservation. (2020). California Important Farmland Finder. Retrieved from https://maps.conservation.ca.gov/DLRP/CIFF/.Accessed September 10, 2020. California Departmentof Finance. (2018). Report E-SPopulation and Housing Estimates for Cities, Counties, and the State, January 1, 2011-2019, with 2010 Benchmark. Retrieved from http://www.dof.ca.gov/Forecasting/Demographics/Estimates/E-5/.Accessed September18, 2020. California Department of Forestry and Fire Protection. (2011). Tustin Very High Fire Hazard Severity Zones in LRA. Retrieved from https://osfm.fire.ca.gov/media/5896/c30 tustin_vhfhsz.pdf.Accessed September 16, 2020. California Department of Resources Recycling and Recovery. (1992). Estimated Solid Waste Generation Rates. Retrieved from https://www2.caIrecycle.ca.gov/Waste Characterization/General/Rates.Accessed September2l, 2020. California Departmentof Resources Recycling and Recovery. (2020). Frank R. Bowerman Sanitary Landfill Detail (30-AB-0360). Retrieved from https://www 2.ca Ire cycle.ca.gov/Solid Waste/SiteAct ivity/Details/2767?siteI D=2103. Accessed September 21, 2020. California Departmentof Toxic Substances Control. (2020). DTSC's Hazardous Waste and Substances Site List -Site Cleanup(Cortese List). Retrievedfrom https://dtsc.ca.gov/dtscs-cortese-list/.Accessed September 16, 2020. City of Tustin. (1980). The Irvine Industrial Complex Planned Community District Regulations. Retrieved from https://www.tustinca.org/DocumentCenter/View/594/Irvine-Industrial- Complex-PDF?bidld=.Accessed September 30, 2020. City of Tustin. (2016). 2015 Urban Water Management Plan. Retrieved from https://www.tustinca.org/Archive/39. Accessed September2l, 2020. City of Tustin. (2018). City of Tustin General Plan, Figure COSR-1. Retrieved from https://tustinca.org/396/General-PlanAccessed September 22, 2020. November 2020 Page 136 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration City of Tustin. (2018). City of Tustin General Plan, Open Space and Recreation Element. pp. 36, 41. Retrieved from https://tustinca.org/396/General-Plan. Accessed September 10, 2020. County of Orange. (2005). Scenic Highway Plan. Retrieved from https://www.ocpublicworks.com/civicax/file bank/blobdload.aspx?blobid=8588. Accessed September 10, 2020. County of Orange. (2012). Orange County General Plan, Resources Element. Retrieved from https://www.ocpublicworks.com/civicax/file bank/blobdload.aspx?blobid=8624. Accessed September 10, 2020. Geotechnical Professionals, Inc. (2019). Geotechnicallnvestigation. Iowa State University. (2020). Iowa Environmental Meson et. Retrieved from https://mesonet.agron.iastate.edu/sites/windrose.phtml?station=SBD&network=CA_AS OS. Accessed September22, 2020. Irvine Ranch Water District.(2016). 2015 Urban Water Managemen t Plan. Retrieved from https://www.irwd.com/images/pdf/doing-business/environmental- documents/UWMP/IRWD_UWMP_2015_rev_01-03-17_FINAL.pdf.Accessed September 21, 2020. Kimley-Horn and Associates, Inc. (2020). Air Quality Assessment. Kimley-Horn and Associates, Inc. (2020). Greenhouse Gas Emissions Assessment. Kimley-Horn and Associates, Inc. (2020). Transportation ImpactAnalysis. Southern California Association of Governments. (2019). Profile of the City of Tustin. Table 11. Retrieved from https://www.scag.ca.gov/Documents/Tustin.pdf.Accessed September 18, 2020. Southern California Association of Governments.(2016). 2016-2040 Regional Transportation Plan/Sustainable Communities Strategy. Retrieved from http://scagrtpscs.net/Pages/FI NAL2016RTPSCS.aspx.Accessed September 18, 2020. Southern California Association of Governments. (2001). Employment Density Study Summary Report. Retrieved from http://www.scag.ca.gov/DataAndTooIs/Pages/G rowthForecasting.aspx.Accessed September18, 2020. Thienes Engineering, Inc. (2020). Preliminary Hydrology Calculations. Thienes Engineering, Inc. (2020). Preliminary Water Quality Management Plan. November 2020 Page 137 14451 Myford Road Project City of Tustin Initial Study/Mitigated Negative Declaration United States Energy Information Administration. (2020). California State Profile and Energy Estimates. Retrieved from www.eia.gov/state/?sid=CA.AccessedSeptember2l, 2020. United States Bureau of Labor Statistics. (2020). State Employment and Unemployment Summary. Retrieved from https://www.bls.gov/news.release/laus.nrO.htm.Accessed September18, 2020. November 2020 Page 138 Appendix A Air Quality Assessment Air Quality Assessment Myford Warehouse City of Tustin, California Prepared by: Kimsey>Morn Expect More.Experience Beller, Kimley-Horn and Associates, Inc. 765 The City Drive, Suite 200 Orange, California 92868 Contact:Mr.Ace Malisos 714.939.1030 October 2020 City of Tustin Myford Warehouse Air Quality Assessment TABLE OF CONTENTS 1 INTRODUCTION 1.1 Project Location.........................................................................................................................1 1.2 Project Description....................................................................................................................1 2 ENVIRONMENTAL SETTING 2.1 Climate and Meteorology..........................................................................................................6 2.2 Air Pollutants of Concern ..........................................................................................................7 2.3 Sensitive Receptors...................................................................................................................9 3 REGULATORY SETTING 3.1 Federal.....................................................................................................................................10 3.2 State of California....................................................................................................................10 3.3 Regional...................................................................................................................................12 3.4 Local.........................................................................................................................................14 4 SIGNIFICANCE CRITERIA AND METHODOLOGY 4.1 Air Quality Thresholds.............................................................................................................15 4.2 Methodology...........................................................................................................................16 5 POTENTIAL IMPACTS 5.1 Air Quality Analysis..................................................................................................................17 6 REFERENCES References...............................................................................................................................29 TABLES Table 1 Air Contaminants and Associated Public Health Concerns.......................................................7 Table 2 Ambient Air Quality Data ..........................................................................................................9 Table 3 State and Federal Ambient Air Quality Standards ..................................................................11 Table 4 South Coast Air Basin Attainment Status................................................................................13 Table 5 South Coast Air Quality Management District Emissions Thresholds (Maximum Pounds Per Day) .........................................................................................................................................15 Table 6 Local Significance Thresholds for Construction/Operations (Maximum Pounds Per Day).....16 Table 7 Construction-Related Emissions (Maximum Pounds Per Day)................................................19 Table 8 Operational Emissions (Maximum Pounds Per Day)...............................................................20 Table 9 Equipment-Specific Grading Rates..........................................................................................23 Table 10 Localized Significance of Construction Emissions (Maximum Pounds Per Day).....................24 Table 11 Localized Significance of Operational Emissions (Maximum Pounds Per Day).......................25 October 2020 City of Tustin Myford Warehouse Air Quality Assessment TABLE OF CONTENTS (CONTINUED) EXHIBITS Exhibit1 Regional Vicinity........................................................................................................................3 Exhibit2 Site Vicinity................................................................................................................................4 Exhibit3 Site Plan.....................................................................................................................................5 APPENDICES Appendix A: Air Quality Modeling Data October 2020 City of Tustin Myford Warehouse Air Quality Assessment LIST OF ABBREVIATED TERMS AQMP air quality management plan AB Assembly Bill ADT average daily traffic CAPCOA California Air Pollution Control Officers Association CARB California Air Resources Board CAAQS California Ambient Air Quality Standards CCAA California Clean Air Act CalEEMod California Emissions Estimator Model CEQA California Environmental Quality Act CO carbon monoxide cy cubic yards DPM diesel particulate matter EPA Environmental Protection Agency FCAA Federal Clean Air Act H2S hydrogen sulfide Pb lead LST local significance threshold µg/m3 micrograms per cubic meter mg/m3 milligrams per cubic meter NAAQS National Ambient Air Quality Standards NO2 nitrogen dioxide NOx nitrogen oxide 03 ozone PM10 particulate matter less than 10 microns in diameter PM2.5 particulate matter less than 2.5 microns in diameter ppm parts per million ROG reactive organic gases RTP/SCS Regional Transportation Plan/Sustainable Communities Strategy SB Senate Bill SRA source receptor area SCAB South Coast Air Basin SCAQMD South Coast Air Quality Management District SCAG Southern California Association of Governments sf square foot 504.2 sulfates SO2 sulfur dioxide TAC toxic air contaminant C2H3CI vinyl chloride VOC volatile organic compound October 2020 ,;.,y iv City of Tustin Myford Warehouse Air Quality Assessment 1 INTRODUCTION This report documents the results of an Air Quality Assessment completed for the Myford Warehouse (Project). The purpose of this Air Quality Assessment is to evaluate the potential construction and operational emissions associated with the Project and determine the level of impact the Project would have on the environment. 1.1 Project Location The proposed Project is located at 14451 Myford Road in the City of Tustin (City),California,just north of the city's border with the City of Irvine. The City is in central Orange County, bordered by the cities of Irvine and Santa Ana tothe south; the Cityof Orange and unincorporated County of Orange areas tothe north; and on the east by the City of Irvine and unincorporated County of Orange territory(see Exhibit 1: Regional Vicinity and Exhibit 2: Site Vicinity). The site is occupied by an existing 91,794 square-foot industrial building and is bounded by commercial buildings to the north, west and south, and Myford Road to the east, within the Planned Community Industrial zoning designation. Regional access tothe site is provided by State Route 261(SR-261)freeway, located approximately 0.3 miles east of the project site, the Interstate 5 (1-5) freeway, located approximately 0.7 miles north of the site, and State Route 55 (SR-55) freeway located approximately 3 miles west of the site. 1.2 Project Description The proposed 14451 Myford Road project (proposed project) is comprised of one warehouse distribution building totaling approximately 220,331 square feet with office space, parking, and landscaping on approximately 9.9 net acres as shown in Exhibit 3: Site Plan. To be conservative, this technical study analyzeda 220,354 sfbuilding, which is 23 squarefeet more thanthe 220,331 sf building shown in Exhibit 3. Building squarefootage is the primary input usedto calculate potential project impacts in both the Air Quality Assessment and Greenhouse Gas Emissions Assessment.While the more intensive building square footage was analyzed, the updated project description included is displayed in order to maintain uniformity between the technical studies and the ISMND document. Therefore, in some cases the technical analysis likely overestimatethe environmental impacts of the Project. Access tothe site would be provided via two driveways on Myford Road. Warehouse Facility The proposed Project is currently planned as a "speculative building."Therefore, the future tenant(s)or buyer(s) of the building are not currently known. The proposed Project consists of a logistics warehouse building of approximately 220,331-square feet on approximately 9.9 acres.The warehouse Project would include 210,831 squarefeet of warehouse space and approximately 9,500-squarefeet of office space, in addition to other associated facilities and improvements;such as a perimeter fencing, parking,onsite and perimeter landscaping, lighting,and exterior sidewalks. Site Access Vehicular and truck site access is provided via two driveways off of southbound Myford Road ranging size from 35' to 54'-10".The on-site circulation consists of the main entry drive, connecting at the southeast October2020 Kimley>»Horn 11 City of Tustin Myford Warehouse Air Quality Assessment edge of the site to an east-west drive aisle that runs the length of the site. The project driveway will only service the project. Drive aisles leading to the truck dock doors along the west side of both buildings will be 35 feet wide. Parking Parking would be located along the north, south, and west perimeters of the site. The proposed Project goes would provide 111 automobile parking stalls and 47 dock doors. The truck stalls and truck bays will be oriented to face north and south. Daily activities within the Project site will include maneuvering forklifts, lift equipment, and large semi-trucks through and around the site and backing into the loading docks, all of which emit warning (high pitch beep beep) sounds consistent with the Occupational Safety and Health Administration (OSHA) requirements. October2020 KimlepMorn 'age 12 i — ------ .. - E - ;I ''r m� -` bio I • = os Angeles y --- y°o . . OrangeCounty �— - I , � c� River5014 ;ou Gam]. 4 y ------------- -L:aEflc� I 1 fi �. ` I '------------------ ....Project u� Site - _ I _1 ` VO�y� Gan�ie�o Co Io� i` Source:Riverside County,ESRI World Terrain Base EXHIBIT 1: Regional Vicinity o z.s s �1r11��]I�>� Hvrn Myford Warehouse Miles ' �Y�r � �`� � � "•,f err' m�` ..'' ���x �,,�` ,.. `4�,�,.�'` 4- AL irk- v�T f c h �,s fir„ •���, �-' �F .� ��. r . N � i MODULAR WETLAND MODULAR WETLAND UNITS UNITS 132' 396' — — — r — — . 132' — < In C) 0 _ , BUILDING ARE[A .. _ 223.311 S_ .F. � o . 8 ° N �N N 00 o Ute—'o I w� I f I w 35' lu 10 LLLf r \ = TRANSFORMER �� i Source:HPA Architecture-Scheme 21,September 15,2020 0\o0 rafP01\CA_0R75RAAQN\09515016-Parattori MYfordEXHIBIT 3: Site PlanKimle >> Horn Word Warehouse Feet Y City of Tustin Myford Warehouse Air Quality Assessment 2 ENVIRONMENTAL SETTING 2.1 Climate and Meteorology The California Air Resources Board (CARB) divides the State into 15 air basins that share similar meteorological and topographical features.The Project is located within the South Coast Air Basin (SCAB), which includes the non-desert portions of Los Angeles, Riverside, and San Bernardino counties, as well as all of Orange County.The SCAB is on a coastal plain with connecting broad valleys and low hills, bounded by the Pacific Ocean on the southwest and high mountains forming the remainder of the perimeter'. Air quality in this area is determined by such natural factors as topography, meteorology, and climate, in addition to the presence of existing air pollution sources and ambient conditions.These factors along with applicable regulations are discussed below. The SCAB is part of a semi-permanent high-pressure zone in the eastern Pacific. As a result,the climate is mild and tempered by cool sea breezes. This usually mild weather pattern is occasionally interrupted by periods of extreme heat, winter storms, and Santa Ana winds. The annual average temperature throughout the 6,645-square-mile SCAB ranges from low 60 to high 80 degrees Fahrenheit with little variance. With more oceanic influence, coastal areas show less variability in annual minimum and maximum temperatures than inland areas. Contrasting the steady pattern of temperature, rainfall is seasonally and annually highly variable. Almost all annual rainfall occurs between the months of November and April.Summer rainfall is reduced to widely scattered thundershowers near the coast,with slightly heavier activity in the east and over the mountains. Although the SCAB has a semiarid climate, the air closer to the Earth's surface is typically moist because of the presence of a shallow marine layer. Except for occasional periods when dry, continental air is brought into the SCAB by offshore winds, the "ocean effect" is dominant. Periods of heavy fog are frequent and low clouds known as high fog are characteristic climatic features, especially along the coast. Annual average humidity is 70 percent at the coast and 57 percent in the eastern portions of the SCAB. Wind patterns across the SCAB are characterized by westerly or southwesterly on-shore winds during the day and easterly or northeasterly breezes at night. Wind speed is typically higher during the dry summer months than during the rainy winter. Between periods of wind, air stagnation may occur in both the morning and evening hours. Air stagnation is one of the critical determinants of air quality conditions on any given day. During winter and fall, surface high-pressure systems over the SCAB, combined with other meteorological conditions, result in very strong, downslope Santa Ana winds. These winds normally continue for a few days before predominant meteorological conditions are reestablished. The mountain ranges to the east affect the diffusion of pollutants by inhibiting the eastward transport of pollutants.Air quality in the SCAB generally ranges from fair to poor and is similar to air quality in most of coastal Southern California. The entire region experiences heavy concentrations of air pollutants during prolonged periods of stable atmospheric conditions. In addition to the characteristic wind patterns that affect the rate and orientation of horizontal pollutant transport, two distinct types of temperature inversions control the vertical depth through which air pollutants are mixed.These inversions are the marine inversion and the radiation inversion.The height of 1 South Coast Air Quality Management District,CEQA Air Quality Handbook,1993. October 2020 Kimsey ))Hare: 1 6 City of Tustin Myford Warehouse Air Quality Assessment the base of the inversion at any given time is called the "mixing height." The combination of winds and inversions is a critical determinant leading to highly degraded air quality for the SCAB in the summer and generally good air quality in the winter. 2.2 Air Pollutants of Concern The air pollutants emitted into the ambient air by stationary and mobile sources are regulated by state and federal laws.These regulated air pollutants are known as"criteria air pollutants" and are categorized into primary and secondary pollutants. Primary air pollutants are emitted directly from sources. Carbon monoxide (CO), reactive organic gases (ROG), nitrogen oxide (NOx), sulfur dioxide(SO2), coarse particulate matter(PM1o),fine particulate matter (PM2.5),and lead are primary air pollutants. Of these,CO, NOx, SO2, PM1o, and PM2.5 are criteria pollutants. ROG and NOx are criteria pollutant precursors and form secondary criteria pollutants through chemical and photochemical reactions in the atmosphere. For example, the criteria pollutant ozone (03) is formed by a chemical reaction between ROG and NOx in the presence of sunlight. 03 and nitrogen dioxide (NO2) are the principal secondary pollutants. Sources and health effects commonly associated with criteria pollutants are summarized in Table 1: Air Contaminants and Associated Public Health Concerns. Table 1:Air Contaminants and Associated Public Health Concerns Pollutant Major Man-Made Sources Human Health Effects Particulate Matter Power plants, steel mills, chemical plants, Increased respiratory symptoms, such as (PMlo and PM2.5) unpaved roads and parking lots, wood- irritation of the airways,coughing, or difficulty burning stoves and fireplaces, automobiles breathing;asthma;chronic bronchitis;irregular and others. heartbeat; nonfatal heart attacks; and premature death in people with heart or lung disease.Impairs visibility. Ozone(03) Formed by a chemical reaction between Irritates and causes inflammation of the reactive organic gases/volatile organic mucous membranes and lung airways; causes compounds (ROG or VOC)l and nitrogen wheezing, coughing, and pain when inhaling oxides (NOx) in the presence of sunlight. deeply; decreases lung capacity; aggravates Motor vehicle exhaust industrial emissions, lung and heart problems. Damages plants; gasoline storage and transport, solvents, reduces crop yield. paints and landfills. Sulfur Dioxide(SO2) A colorless gas formed when fuel containing Respiratory irritant. Aggravates lung and heart sulfur is burned and when gasoline is problems. In the presence of moisture and extracted from oil. Examples are petroleum oxygen,sulfur dioxide converts to sulfuric acid refineries, cement manufacturing, metal which can damage marble, iron and steel. processing facilities,locomotives,and ships. Damages crops and natural vegetation.Impairs visibility.Precursor to acid rain. Carbon Monoxide(CO) An odorless, colorless gas formed when Reduces the ability of blood to deliver oxygen carbon in fuel is not burned completely; a to vital tissues,affecting the cardiovascular and component of motor vehicle exhaust. nervous system. Impairs vision, causes dizziness, and can lead to unconsciousness or death. Nitrogen Dioxide(NO2) A reddish-brown gas formed during fuel Respiratory irritant; aggravates lung and heart combustion for motor vehicles and problems. Precursor to 03. Contributes to industrial sources. Sources include motor global warming and nutrient overloading which vehicles,electric utilities,and other sources deteriorates water quality. Causes brown that burn fuel. discoloration of the atmosphere. Lead(Pb) Lead is a metal found naturally in the Exposure to lead occurs mainly through environment as well as in manufactured inhalation of air and ingestion of lead in food, products. The major sources of lead water,soil,or dust.It accumulates in the blood, October 2020 Kimley Morn 1 7 City of Tustin Myford Warehouse Air Quality Assessment Table 1:Air Contaminants and Associated Public Health Concerns Pollutant Major Man-Made Sources Human Health Effects emissions have historically been motor bones,and soft tissues and can adversely affect vehicles (such as cars and trucks) and the kidneys, liver, nervous system, and other industrial sources. Due to the phase out of organs. Excessive exposure to lead may cause leaded gasoline, metals processing is the neurological impairments such as seizures, major source of lead emissions to the air mental retardation, and behavioral disorders. today. The highest levels of lead in air are Even at low doses, lead exposure is associated generally found near lead smelters. Other with damage to the nervous systems of fetuses stationary sources are waste incinerators, and young children, resulting in learning utilities, and lead-acid battery deficits and lowered IQ. manufacturers. Notes: 1 Volatile Organic Compounds(VOCs or Reactive Organic Gases[ROG])are hydrocarbons/organic gases that are formed solely of hydrogen and carbon.There are several subsets of organic gases including ROGs and VOCs. Both ROGs and VOCs are emitted from the incomplete combustion of hydrocarbons or other carbon-based fuels.The major sources of hydrocarbons are combustion engine exhaust,oil refineries, and oil-fueled power plants;other common sources are petroleum fuels,solvents,dry cleaning solutions,and paint(via evaporation). Source: California Air Pollution Control Officers Association (CAPCOA), Health Effects, http://www.capcoa.org/health-effects/, Accessed February 7,2020. Toxic Air Contaminants Toxic air contaminants(TACs)are airborne substances that can cause short-term (acute)or long-term (i.e. chronic, carcinogenic or cancer causing) adverse human health effects (i.e. injury or illness).TACs include both organic and inorganic chemical substances.They may be emitted from a variety of common sources including gasoline stations,automobiles, dry cleaners, industrial operations, and painting operations.The current California list of TACs includes more than 200 compounds, including particulate emissions from diesel-fueled engines. CARB identified diesel particulate matter (DPM) as a toxic air contaminant. DPM differs from other TACs in that it is not a single substance but rather a complex mixture of hundreds of substances. Diesel exhaust is a complex mixture of particles and gases produced when an engine burns diesel fuel. DPM is a concern because it causes lung cancer; many compounds found in diesel exhaust are carcinogenic. DPM includes the particle-phase constituents in diesel exhaust.The chemical composition and particle sizes of DPM vary between different engine types (heavy-duty, light-duty), engine operating conditions (idle, accelerate, decelerate), fuel formulations (high/low sulfur fuel), and the year of the engine. Some short-term (acute) effects of diesel exhaust include eye, nose, throat, and lung irritation, and diesel exhaust can cause coughs, headaches, light-headedness, and nausea. DPM poses the greatest health risk among the TACs. Almost all diesel exhaust particle mass is 10 microns or less in diameter. Due to their extremely small size, these particles can be inhaled and eventually trapped in the bronchial and alveolar regions of the lung. Ambient Air Quality CARB monitors ambient air quality at approximately 250 air monitoring stations across the State. These stations usually measure pollutant concentrations ten feet above ground level; therefore, air quality is often referred to in terms of ground-level concentrations. Existing levels of ambient air quality, historical trends, and projections near the Project are documented by measurements made by the South Coast Air Quality Management District (SCAQMD), the air pollution regulatory agency in the SCAB that maintains air quality monitoring stations which process ambient air quality measurements. October 2020 8 City of Tustin Myford Warehouse Air Quality Assessment Pollutants of concern in the SCAB include 03, PM1o, and PM2.5. The closest air monitoring station to the Project that monitors ambient concentrations of these pollutants is the Mission Viejo Monitoring Station (located approximately 9.0 miles to the southeast). The Mission Viejo Monitoring Station did not include data for nitrogen dioxide, therefore data from the Anaheim Monitoring Station (located approximately 9.75 miles to the northwest)was used also. Local air quality data from 2016 to 2018 are provided in Table 2: Ambient Air Quality Data, which lists the monitored maximum concentrations and number of exceedances of state or federal air quality standards for each year. Table 2:Ambient Air Quality Data Criteria Pollutant 1 2016 1 2017 1 2018 Ozone(03)1 1-hour Maximum Concentration(ppm) 0.122 0.103 0.121 8-hour Maximum Concentration(ppm) 0.093 0.083 0.088 Number of Days Standard Exceeded CAAQS 1-hour(>0.09 ppm) 5 3 2 NAAQS 8-hour(>0.070 ppm) 13 25 9 Carbon Monoxide(CO)1 1-hour Maximum Concentration(ppm) 1 1.34 1.40 1.19 Number of Days Standard Exceeded NAAQS 1-hour(>35 ppm) 0 0 0 CAAQS 1-hour(>20 ppm) 0 0 0 Nitrogen Dioxide(NO2)2 1-hour Maximum Concentration(ppm) 0.075 0.086 1 0.061 Number of Days Standard Exceeded NAAQS 1-hour(>100 ppm) 0 0 0 CAAQS 1-hour(>0.18 ppm) 0 0 0 Particulate Matter Less Than 10 Microns(PM1o)1 National 24-hour Maximum Concentration 59.0 58.2 55.6 State 24-hour Maximum Concentration 59.3 58.2 55.6 State Annual Average Concentration(CAAQS=20µg/m3) — — — Number of Days Standard Exceeded NAAQS 24-hour(>150µg/m3) 0 0 0 CAAQS 24-hour(>50µg/m3) 1 1 1 Particulate Matter Less Than 2.5 Microns(PM2.5)1 National 24-hour Maximum Concentration 24.7 19.5 38.9 State 24-hour Maximum Concentration 24.7 19.5 38.9 Number of Days Standard Exceeded NAAQS 24-hour(>35µg/m3) 0 0 1 NAAQS=National Ambient Air Quality Standards;CAAQS=California Ambient Air Quality Standards;ppm=parts per million; 4g/m3=micrograms per cubic meter;–=not measured 1 Measurements taken at the Mission Viejo Monitoring Station at 26081 Via Pera,Mission Viejo,California 92691(CARB#30002) z Measurements taken at the Anaheim Monitoring at 812 W Vermont Street,Anaheim,California 92802(CARB#30031) Source: All pollutant measurements are from the CARB Aerometric Data Analysis and Management system database (https://www.arb.ca.gov/adam) except for CO, which were retrieved from the CARB Air Quality and Meteorological Information System (https://www.arb.ca.gov/agmis2/agdselect.php). 2.3 Sensitive Receptors Sensitive populations are more susceptible to the effects of air pollution than is the general population. Sensitive receptors that are in proximity to localized sources of toxics are of particular concern. Land uses considered sensitive receptors include residences, schools, playgrounds, childcare centers, long-term health care facilities, rehabilitation centers, convalescent centers, and retirement homes. The nearest residential community is located approximately 1,600 feet to the northwest along Tustin Ranch Road. October 2020 KimleyoHorn 19 City of Tustin Myford Warehouse Air Quality Assessment 3 REGULATORY SETTING 3.1 Federal Federal Clean Air Act Air quality is federally protected by the Federal Clean Air Act(FCAA)and its amendments. Under the FCAA, the United States Environmental Protection Agency(EPA) developed the primary and secondary National Ambient Air Quality Standards (NAAQS) for the criteria air pollutants including 03, NO2, CO, SO2, PM10, PM2.5, and lead. Proposed projects in or near nonattainment areas could be subject to more stringent air- permitting requirements. The FCAA requires each state to prepare a State Implementation Plan to demonstrate how it will attain the NAAQS within the federally imposed deadlines. The EPA can withhold certain transportation funds from states that fail to comply with the planning requirements of the FCAA. If a state fails to correct these planning deficiencies within two years of Federal notification, the EPA is required to develop a Federal implementation plan for the identified nonattainment area or areas. The provisions of 40 Code of Federal Regulations Parts 51 and 93 apply in all nonattainment and maintenance areas for transportation-related criteria pollutants for which the area is designated nonattainment or has a maintenance plan. The EPA has designated enforcement of air pollution control regulations to the individual states. Applicable federal standards are summarized in Table 3: State and Federal Ambient Air Quality Standards. 3.2 State of California California Air Resources Board CARB administers the air quality policy in California.The California Ambient Air Quality Standards(CAAQS) were established in 1969 pursuant to the Mulford-Carrell Act.These standards, included with the NAAQS in Table 3, are generally more stringent and apply to more pollutants than the NAAQS. In addition to the criteria pollutants, CAAQS have been established for visibility reducing particulates, hydrogen sulfide, and sulfates. The California Clean Air Act (CCAA), which was approved in 1988, requires that each local air district prepare and maintain an Air Quality Management Plan (AQMP)to achieve compliance with CAAQS.These AQMPs also serve as the basis for the preparation of the State Implementation Plan for meeting federal clean air standards for the State of California. Like the EPA, CARB also designates areas within California as either attainment or nonattainment for each criteria pollutant based on whether the CAAQS have been achieved. Under the CCAA,areas are designated as nonattainment for a pollutant if air quality data shows that a state standard for the pollutant was violated at least once during the previous three calendar years. Exceedances that are affected by highly irregular or infrequent events such as wildfires, volcanoes, etc. are not considered violations of a state standard, and are not used as a basis for designating areas as nonattainment.The applicable State standards are summarized in Table 3. October 2020 ,;.,y 10 City of Tustin Myford Warehouse Air Quality Assessment Table 3:State and Federal Ambient Air Quality Standards Pollutant Averaging Time State Standards' Federal Standardsz Ozone(03)z,s,7 8 Hour 0.070 ppm(137µg/m3) 0.070 ppm 1 Hour 0.09 ppm(180µg/m3) NA 8 Hour 9.0 ppm(10 mg/m3) 9 ppm(10 mg/m3) Carbon Monoxide(CO) 1 Hour 20 ppm(23 mg/m3) 35 ppm(40 mg/m3) Nitrogen Dioxide(NO2) 1 Hour 0.18 ppm(339µg/m3) 0.10 ppm11 Annual Arithmetic Mean 0.030 ppm(57µg/m3) 0.053 ppm(100µg/m3) 24 Hour 0.04 ppm(105µg/m3) 0.14 ppm(365µg/m3) Sulfur Dioxide(SO2)8 1 Hour 0.25 ppm(655µg/m3) 0.075 ppm(196µg/m3) Annual Arithmetic Mean NA 0.03 ppm(80µg/m3) 1,3,6 24-Hour 50µg/m3 150µg/m3 Particulate Matter(PM1o) Annual Arithmetic Mean 20µg/m3 NA 3,4,6,9 24-Hour NA 35µg/m3 Fine Particulate Matter(PMz.$) Annual Arithmetic Mean 12µg/m3 12µg/m3 Sulfates(SO4.2) 24 Hour 25µg/m3 NA 30-Day Average 1.5µg/m3 NA Lead(Pb)10,11 Calendar Quarter NA 1.5µg/m3 Rolling 3-Month Average NA 0.15µg/m3 Hydrogen Sulfide(H2S) 1 Hour 0.03 ppm(0.15µg/m3) NA Vinyl Chloride(C2H3C0 10 24 Hour 0.01 ppm(26µg/m3) NA Notes: ppm=parts per million;µg/m3=micrograms per cubic meter;mg/m3=milligrams per cubic meter;—=no information available. ' California standards for 03, carbon monoxide (except Lake Tahoe), sulfur dioxide (1-hour and 24-hour), nitrogen dioxide, suspended particulate matter-PMio,and visibility reducing particles are values that are not to be exceeded.The standards for sulfates,Lake Tahoe carbon monoxide,lead,hydrogen sulfide,and vinyl chloride are not to be equaled or exceeded.If the standard is for a 1-hour,8-hour or 24-hour average (i.e. all standards except for lead and the PMio annual standard), then some measurements may be excluded. Measurements are excluded that CARB determines would occur less than once per year on the average.The Lake Tahoe carbon monoxide standard is 6.0 ppm,a level one-half the national standard and two-thirds the State standard. 2 National standards shown are the"primary standards"designed to protect public health.National standards other than for 03,particulates and those based on annual averages are not to be exceeded more than once a year.The 1-hour 03 standard is attained if,during the most recent three-year period,the average number of days per year with maximum hourly concentrations above the standard is equal to or less than one.The 8-hour 03 standard is attained when the 3-year average of the 411 highest daily concentrations is 0.070 ppm or less.The 24-hour PMio standard is attained when the 3-year average of the 9911 percentile of monitored concentrations is less than 150µg/m3.The 24-hour PM2.1 standard is attained when the 3-year average of 98"percentiles is less than 35µg/m3. 3 Except for the national particulate standards,annual standards are met if the annual average falls below the standard at every site.The national annual particulate standard for PMio is met if the 3-year average falls below the standard at every site.The annual PM2.s standard is met if the 3-year average of annual averages spatially-averaged across officially designed clusters of sites falls below the standard. NAAQS are set by the EPA at levels determined to be protective of public health with an adequate margin of safety. 4 On October 1,2015,the national 8-hour 03 primary and secondary standards were lowered from 0.075 to 0.070 ppm.An area will meet the standard if the fourth-highest maximum daily 8-hour 03 concentration per year,averaged over three years,is equal to or less than 0.070 ppm.EPA will make recommendations on attainment designations by October 1,2016,and issue final designations October 1,2017. Nonattainment areas will have until 2020 to late 2037 to meet the health standard,with attainment dates varying based on the 03 level in the area. s The national 1-hour 03 standard was revoked by the EPA on June 15,2005. 6 In June 2002,CARB established new annual standards for PM2.5 and PMio. 7 The 8-hour California 03 standard was approved by the CARB on April 28,2005 and became effective on May 17,2006. 8 On June 2,2010,the EPA established a new 1-hour SO2 standard,effective August 23,2010,which is based on the 3-year average of the annual 9911 percentile of 1-hour daily maximum concentrations.The existing 0.030 ppm annual and 0.14 ppm 24-hourSO2 NAAQS however must continue to be used until one year following EPA initial designations of the new 1-hour SO2 NAAQS. 9 In December 2012, EPA strengthened the annual PM2.5 NAAQS from 15.0 to 12.0µg/m3. In December 2014,the EPA issued final area designations for the 2012 primary annual PM2.5 NAAQS.Areas designated "unclassifiable/attainment" must continue to take steps to prevent their air quality from deteriorating to unhealthy levels.The effective date of this standard is April 15,2015. 10 CARB has identified lead and vinyl chloride as'toxic air contaminants' with no threshold level of exposure below which there are no adverse health effects determined. 11 National lead standard,rolling 3-month average:final rule signed October 15,2008.Final designations effective December 31,2011. Source:South Coast Air Quality Management District,Air Quality Management Plan,2016;California Air Resources Board,Ambient Air Quality Standards,May 6,2016. October 2020 KimleyoHorn 111 City of Tustin Myford Warehouse Air Quality Assessment 3.3 Regional South Coast Air Quality Management District The SCAQMD is the air pollution control agency for Orange County and the urban portions of Los Angeles, Riverside, and San Bernardino Counties. The agency's primary responsibility is ensuring that state and federal ambient air quality standards are attained and maintained in the SCAB. The SCAQMD is also responsible for adopting and enforcing rules and regulations concerning air pollutant sources, issuing permits for stationary sources of air pollutants, inspecting stationary sources of air pollutants, responding to citizen complaints, monitoring ambient air quality and meteorological conditions, awarding grants to reduce motor vehicle emissions, conducting public education campaigns, and many other activities. All projects are subject to SCAQMD rules and regulations in effect at the time of construction. The SCAQMD is also the lead agency in charge of developing the AQMP, with input from the Southern California Association of Governments(SCAG)and CARB.The AQMP is a comprehensive plan that includes control strategies for stationary and area sources, as well as for on-road and off-road mobile sources. SCAG has the primary responsibility for providing future growth projections and the development and implementation of transportation control measures. CARB, in coordination with federal agencies, provides the control element for mobile sources. The 2016 AQMP was adopted by the SCAQMD Governing Board on March 3, 2017.The purpose of the AQMP is to set forth a comprehensive and integrated program that would lead the SCAB into compliance with the federal 24-hour PM2.5 air quality standard, and to provide an update to the SCAQMD's commitments towards meeting the federal 8-hour 03 standards. The AQMP incorporates the latest scientific and technological information and planning assumptions, including the 2016 Regional Transportation Plan/Sustainable Communities Strategy (RTP/SCS) and updated emission inventory methodologies for various source categories. The SCAQMD has published the CEQA Air Quality Handbook(approved by the SCAQMD Governing Board in 1993 and augmented with guidance for Local Significance Thresholds [LST] in 2008). The SCAQMD guidance helps local government agencies and consultants to develop environmental documents required by California Environmental Quality Act (CEQA) and provides identification of suggested thresholds of significance for criteria pollutants for both construction and operation (see discussion of thresholds below). With the help of the CEQA Air Quality Handbook and associated guidance, local land use planners and consultants are able to analyze and document how proposed and existing projects affect air quality in order to meet the requirements of the CEQA review process. The SCAQMD periodically provides supplemental guidance and updates to the handbook on their website. The SCAG is the regional planning agency for Los Angeles, Orange, Ventura, Riverside, San Bernardino, and Imperial Counties and serves as a forum for regional issues relating to transportation, the economy, community development, and the environment. Under federal law, SCAG is designated as a Metropolitan Planning Organization and under State law as a Regional Transportation Planning Agency and a Council of Governments. The state and federal attainment status designations for the SCAB are summarized in Table 4:South Coast Air Basin Attainment Status.The SCAB is currently designated as a nonattainment area with respect to the State 03, PM1o, and PM2.5 standards, as well as the national 8-hour 03 and PM2.5 standards. The SCAB is designated as attainment or unclassified for the remaining state and federal standards. October 2020 ,;.,y 12 City of Tustin Myford Warehouse Air Quality Assessment Table 4:South Coast Air Basin Attainment Status Pollutant State Federal Ozone(03) (1 Hour Standard) Non Attainment Non Attainment(Extreme) Ozone(03) (8 Hour Standard) Non Attainment Non Attainment(Extreme) Particulate Matter(PM2.5) _ Non-Attainment(Serious) (24 Hour Standard) Particulate Matter(PM2.5) Non-Attainment Non-Attainment(Moderate) (Annual Standard) Particulate Matter(PM1o) Non-Attainment Attainment(Maintenance) (24 Hour Standard) Particulate Matter(PM1o) Non-Attainment (Annual Standard) Carbon Monoxide(CO) (1 Hour Standard) Attainment Attainment(Maintenance) Carbon Monoxide(CO) (8 Hour Standard) Attainment Attainment(Maintenance) Nitrogen Dioxide(NO2) Attainment Unclassifiable/Attainment (1 Hour Standard) Nitrogen Dioxide(NO2) Attainment Attainment(Maintenance) (Annual Standard) Sulfur Dioxide(SO2) Attainment Unclassifiable/Attainment (1 Hour Standard) Sulfur Dioxide(SO2) Attainment — (24 Hour Standard) Lead(Pb) (30 Day Standard) — Unclassifiable/Attainment Lead(Pb) Attainment (3 Month Standard) — Sulfates(SO4.2) Attainment — (24 Hour Standard) Hydrogen Sulfide(H2S) Unclassified — (1 Hour Standard) Source:South Coast Air Quality Management District,Air Quality Management Plan,2016;United States Environmental Protection Agency, Nonattainment Areas for Criteria Pollutants(Green Book),2019. The following is a list of SCAQMD rules that are required of construction activities associated with the Project: • Rule 402 (Nuisance) — This rule prohibits the discharge from any source whatsoever such quantities of air contaminants or other material which cause injury, detriment, nuisance, or annoyance to any considerable number of persons or to the public, or which endanger the comfort, repose, health, or safety of any such persons or the public, or which cause, or have a natural tendency to cause, injury or damage to business or property.This rule does not apply to odors emanating from agricultural operations necessary for the growing of crops or the raising of fowl or animals. • Rule 403 (Fugitive Dust) —This rule requires fugitive dust sources to implement best available control measures for all sources, and all forms of visible particulate matter are prohibited from crossing any property line.This rule is intended to reduce PM10 emissions from any transportation, handling, construction, or storage activity that has the potential to generate fugitive dust. PM10 suppression techniques are summarized below. October 2020 ,;.,y 13 City of Tustin Myford Warehouse Air Quality Assessment a) Portions of a construction site to remain inactive longer than a period of three months will be seeded and watered until grass cover is grown or otherwise stabilized. b) All on-site roads will be paved as soon as feasible or watered periodically or chemically stabilized. c) All material transported off-site will be either sufficiently watered or securely covered to prevent excessive amounts of dust. d) The area disturbed by clearing, grading, earthmoving, or excavation operations will be minimized at all times. e) Where vehicles leave a construction site and enter adjacent public streets,the streets will be swept daily or washed down at the end of the work day to remove soil tracked onto the paved surface. • Rule 1113(Architectural Coatings)—This rule requires manufacturers,distributors, and end users of architectural and industrial maintenance coatings to reduce ROG emissions from the use of these coatings, primarily by placing limits on the ROG content of various coating categories. 3.4 Local City of Tustin General Plan The City of Tustin General Plan contains the following goals and policies that address air quality as part of the Conservation, Open Space, and Recreation Element: Goal 1: Reduce air pollution through proper land use,transportation and energy use planning. Policy 1.1: Cooperate with the South Coast Air Quality Management District and the Southern California Association of Governments in their effort to implement provisions of the region's Air Quality Management Plan, as amended. Goal 2: Improve air quality by influencing transportation choices of mode,time of day, or whether to travel and to establish a jobs/housing balance Policy 2.1: Reduce vehicle trips through incentives, regulations and/or Transportation Demand Management (TDM) programs. Policy 2.7: Encourage employer rideshare and transit incentives programs by local businesses. Goal 3: Reduce particulate emissions to the greatest extent feasible. Policy 3.1: Adopt incentives, regulations, and/or procedures to minimize particulate emissions from paved and unpaved roads, agricultural uses, parking lots, and building construction. Goal 4: Reduce emissions through reduced energy consumption. Policy 4.1: Promote energy conservation in all sectors of the City including residential, commercial, and industrial. Policy 4.2: Promote local recycling of wastes and the use of recycled materials. October 2020 ,;.,y 14 City of Tustin Myford Warehouse Air Quality Assessment 4 SIGNIFICANCE CRITERIA AND METHODOLOGY 4.1 Air Quality Thresholds Based upon the criteria derived from Appendix G of the CEQA Guidelines, a Project normally would have a significant effect on the environment if it would: • Conflict with or obstruct implementation of the applicable air quality plan. • Result in a cumulatively considerable net increase of any criteria pollutant for which the Project region is in nonattainment under an applicable state or federal ambient air quality standard. • Expose sensitive receptors to substantial pollutant concentrations. • Result in other emissions(such as those leading to odors)adversely affecting a substantial number of people. SCAQMD Thresholds The significance criteria established by SCAQMD may be relied upon to make the above determinations. According to the SCAQMD, an air quality impact is considered significant if the Project would violate any ambient air quality standard, contribute substantially to an existing or projected air quality violation, or expose sensitive receptors to substantial pollutant concentrations. The SCAQMD has established thresholds of significance for air quality during construction and operational activities of land use development projects, as shown in Table 5: South Coast Air Quality Management District Emissions Thresholds (Maximum Pounds Per Dav). Table 5:South Coast Air Quality Management District Emissions Thresholds(Maximum Pounds Per Day) Criteria Air Pollutants and Precursors Construction-Related Operational-Related Reactive Organic Gases(ROG) 75 55 Carbon Monoxide(CO) 550 550 Nitrogen Oxides(NOx) 100 55 Sulfur Oxides(SOx) 150 150 Coarse Particulates(PMlo) 150 150 Fine Particulates(PM2.5) 55 55 Source:South Coast Air Quality Management District,South CoostAQMDAir Quality Significance Thresholds,April 2019. Localized Carbon Monoxide In addition to the daily thresholds listed above, development associated with the Project would also be subject to the ambient air quality standards. These are addressed though an analysis of localized CO impacts.The significance of localized impacts depends on whether ambient CO levels near the Project are above state and federal CO standards (the more stringent California standards are 20 ppm for 1-hour and 9 ppm for 8-hour).The SCAB has been designated as attainment under the 1-hour and 8-hour standards. Localized Significance Thresholds In addition to the CO hotspot analysis, the SCAQMD developed LSTs for emissions of NO2, CO, PM1o, and PM2.5generated at new development sites (off-site mobile source emissions are not included in the LST analysis). LSTs represent the maximum emissions that can be generated at a project without expecting to October 2020 ,;.,y 15 City of Tustin Myford Warehouse Air Quality Assessment cause or substantially contribute to an exceedance of the most stringent state or federal ambient air quality standards. LSTs are based on the ambient concentrations of that pollutant within the Project source receptor area (SRA), as demarcated by the SCAQMD, and the distance to the nearest sensitive receptor. LST analysis for construction is applicable for all projects that disturb 5 acres or less on a single day. The City of Tustin is located within SCAQMD SRA 17. LST's associated with the 500 meter threshold are provided in Table 6: Local Significance Thresholds for Construction/Operations(Maximum Pounds Per Da for informational purposes and to demonstrate that the thresholds increase as acreages increase. However, because the nearest sensitive receptors are located 1,600 feet (488 meters) from the Project site the LST's are interpolated between the 200 meter and 500 meter thresholds. Table 6: Local Significance Thresholds for Construction/Operations(Maximum Pounds Per Day) Nitrogen Oxide Carbon Monoxide Coarse Particulates Fine Particulates Project Size (NO.) (CO) (PMlo) (PM2.5) 1 Acre 192/192 6,841/6,841 158/38 68/21 2 Acres 205/205 7,493/7,493 166/40 74/22 5 Acres 245/245 9,336/9,336 188/45 92/27 Note:Based on a receptor distance of 500 meters in SRA 17. Source:South Coast Air Quality Management District,Localized Significance Threshold Methodology,July 2008. 4.2 Methodology This air quality impact analysis considers construction and operational impacts associated with the Project.Construction equipment,trucks,worker vehicles,and ground-disturbing activities associated with Project construction would generate emissions of criteria air pollutants and precursors.Air quality impacts were assessed according to methodologies recommended by CARB and the SCAQMD. Where criteria air pollutant quantification was required, emissions were modeled using the California Emissions Estimator Model (CalEEMod). CalEEMod is a Statewide land use emissions computer model designed to quantify potential criteria pollutant emissions associated with both construction and operations from a variety of land use projects. October 2020 ,;.,y 16 City of Tustin Myford Warehouse Air Quality Assessment 5 POTENTIAL IMPACTS 5.1 Air Quality Analysis Threshold 5.1 Would the Project conflict with or obstruct implementation of the applicable air quality plan? As part of its enforcement responsibilities, the EPA requires each state with nonattainment areas to prepare and submit a State Implementation Plan that demonstrates the means to attain the federal standards. The State Implementation Plan must integrate federal, state, and local plan components and regulations to identify specific measures to reduce pollution in nonattainment areas, using a combination of performance standards and market-based programs. Similarly, under State law, the CCAA requires an air quality attainment plan to be prepared for areas designated as nonattainment regarding the state and federal ambient air quality standards. Air quality attainment plans outline emissions limits and control measures to achieve and maintain these standards by the earliest practical date. The Project is located within the SCAB, which is under the jurisdiction of the SCAQMD. The SCAQMD is required, pursuant to the FCAA, to reduce emissions of criteria pollutants for which the SCAB is in nonattainment. To reduce such emissions, the SCAQMD drafted the 2016 AQMP. The 2016 AQMP establishes a program of rules and regulations directed at reducing air pollutant emissions and achieving state (California) and national air quality standards.The 2016 AQMP is a regional and multi-agency effort including the SCAQMD,the CARB,the SCAG,and the EPA.The plan's pollutant control strategies are based on the latest scientific and technical information and planning assumptions, including SCAG's 2016 RTP/SCS, updated emission inventory methodologies for various source categories, and SCAG's latest growth forecasts.SCAG's latest growth forecasts were defined in consultation with local governments and with reference to local general plans.The Project is subject to the SCAQMD's AQMP. Criteria for determining consistency with the AQMP are defined by the following indicators: • Consistency Criterion No. 1:The Project will not result in an increase in the frequency or severity of existing air quality violations, or cause or contribute to new violations, or delay the timely attainment of air quality standards or the interim emissions reductions specified in the AQMP. • Consistency Criterion No. 2: The Project will not exceed the assumptions in the AQMP or increments based on the years of the Project build-out phase. According to the SCAQMD's CEQA Air Quality Handbook, the purpose of the consistency finding is to determine if a project is inconsistent with the assumptions and objectives of the regional air quality plans, and thus if it would interfere with the region's ability to comply with CAAQS and NAAQS. The violations to which Consistency Criterion No. 1 refers are CAAQS and NAAQS.As shown in Table 7 and Table 8, the Project would not exceed construction or operation emission standards. Therefore, the Project would not contribute to an existing air quality violation. Thus, the Project is consistent with the first criterion. Concerning Consistency Criterion No. 2, the AQMP contains air pollutant reduction strategies based on SCAG's latest growth forecasts, and SCAG's growth forecasts were defined in consultation with local governments and with reference to local general plans. The Project is consistent with the land use October 2020 ,;.,y 17 City of Tustin Myford Warehouse Air Quality Assessment designation and development density presented in the City's General Plan and therefore would not exceed the population or job growth projections used by the SCAQMD to develop the AQMP. Thus, the Project is consistent with the second criterion. Based on these criteria,the Project would not conflict with or obstruct implementation of the AQMP. Mitigation Measures: No mitigation is required Level of Significance: Less than significant impact. Threshold 5.2 Would the Project result in a cumulatively considerable net increase of any criteria pollutant for which the Project region is non-attainment under an applicable state or federal ambient air quality standard? Construction Emissions Construction associated with the Project would generate short-term emissions of criteria air pollutants. The criteria pollutants of primary concern within the Project area include 03-precursor pollutants(i.e. ROG and NOx) and PM10 and PM2.5. Construction-generated emissions are short term and of temporary duration, lasting only as long as construction activities occur, but would be considered a significant air quality impact if the volume of pollutants generated exceeds the SCAQMD's thresholds of significance. Construction results in the temporary generation of emissions resulting from site grading, road paving, motor vehicle exhaust associated with construction equipment and worker trips, and the movement of construction equipment, especially on unpaved surfaces. Emissions of airborne particulate matter are largely dependent on the amount of ground disturbance associated with site preparation activities as well as weather conditions and the appropriate application of water. Construction activities associated with the Project are estimated to be completed within 2 years. Construction-generated emissions associated the Project were calculated using the CARB-approved CalEEMod computer program, which is designed to model emissions for land use development projects, based on typical construction requirements. See Appendix A: Air Quality Modeling Data for more information regarding the construction assumptions used in this analysis. Predicted maximum daily construction-generated emissions for the Project are summarized in in Table 7: Construction-Related Emissions (Maximum Pounds Per Day). October 2020 ,;.,y 18 City of Tustin Myford Warehouse Air Quality Assessment Table 7:Construction-Related Emissions(Maximum Pounds Per Day) Reactive Coarse Fine Nitrogen Carbon Sulfur Organic Particulate Particulate Construction Year Gases Oxide Monoxide Dioxide Matter Matter (ROG) (NO.) (CO) (SO z) (PM10) (PMz.$) Year 1(2021) 46.55 40.53 38.29 0.08 15.41* 6.43* Year 2(2022) 46.29 23.09 25.33 0.06 3.33 1.52 SCAQMD Threshold 75 100 550 150 55 150 Exceed SCAQMD Threshold? No No No No No No Notes:SCAQMD Rule 403 Fugitive Dust applied.The Rule 403 reduction/credits include the following: properly maintain mobile and other construction equipment; water exposed surfaces three times daily; and limit speeds on unpaved roads to 15 miles per hour. Reductions percentages from the SCAQMD CEQA Handbook(Tables XI-A through XI-E)were applied.Refer to Appendix A for Model Data Outputs. *Includes emissions from crushing debris Source:CaIEEMod version 2016.3.2.Refer to Appendix A for model outputs. Fugitive dust emissions may have a substantial,temporary impact on local air quality. In addition,fugitive dust may be a nuisance to those living and working in the Project vicinity. Uncontrolled dust from construction can become a nuisance and potential health hazard to those living and working nearby. SCAQMD Rules 402 and 403 (prohibition of nuisances,watering of inactive and perimeter areas,track out requirements, etc.), are applicable to the Project and were applied in CalEEMod to minimize fugitive dust emissions. Standard Condition AQ-1 requires the implementation of Rule 402 and 403 dust control techniques to minimize PM10 and PM2.5 concentrations. This standard condition would be required to ensure compliance with SCAQMD Rules and Regulations, which would be verified and enforced through the City's development review process. Rule 1113 provides specifications on painting practices and regulates the ROG content of paint. As required by law, all architectural coatings for the Project structures would comply with SCAQMD Rule 1113. Standard Condition AQ-2 requires implementation of Rule 1113 which limits the VOC content of paint to 50 grams per liter or less. Compliance with AQ-2 would be required to ensure compliance with SCAQMD Rules and Regulations, which would be verified and enforced through the City's development review process. As shown in Table 7,all criteria pollutant emissions would remain below their respective thresholds.While impacts would be considered less than significant, the Project would be subject to SCAQMD Rules 402, 403, and 1113, described in the Regulatory Framework subsection above and required by Standard Conditions AQ-1 and AQ-2. Operational Emissions Project-generated emissions would be primarily associated with motor vehicle use and area sources,such as the use of landscape maintenance equipment and architectural coatings. Long-term operational emissions attributable to the Project are summarized in Table 8:Operational Emissions(Maximum Pounds Per Day). Note that emissions rates differ from summer to winter because different weather patterns affect pollutant mixing, dispersion, 03 formation, and other factors. Table 8 also provides the emissions associated with operations of the existing 91,794 square-foot industrial building.As shown in Table 8,the operational Project emissions are below the SCAQMD's thresholds, impacts would be less than significant October 2020 ,;.,y 19 City of Tustin Myford Warehouse Air Quality Assessment Table 8:Operational Emissions(Maximum Pounds Per Day) Reactive Coarse Fine Nitrogen Carbon Sulfur Organic Oxide Monoxide Dioxide Particulate Particulate Gases (N0.) (CO) (SO2) Matter Matter Source (ROG) (PMio) (PM2.5) Existing Conditions Area ' 2.18 <0.01 0.04 0.00 <0.01 <0.01 Energy' 0.01 0.10 0.08 <0.01 <0.01 <0.01 Mobile' 0.97 7.49 9.18 0.04 2.29 0.67 Total Emissions' 3.16 7.59 9.30 0.04 2.29 0.68 Proposed Project Summer Emissions Area 5.00 <0.01 0.04 0 <0.01 <0.01 Energy 0.03 0.25 0.21 <0.01 0.02 0.02 Mobile 8.09 31.70 80.18 0.29 24.76 6.81 Off-Road 0.23 2.11 2.31 <0.01 0.14 0.13 Total Emissions 13.34 34.05 82.74 0.29 24.92 6.95 Winter Emissions Area 5.00 <0.01 0.04 0 <0.01 <0.01 Energy 0.03 0.25 0.21 <0.01 0.02 0.02 Mobile 7.49 33.48 77.02 0.28 24.76 6.81 Off-Road 0.23 2.11 2.31 <0.01 0.14 0.13 Total Emissions 12.75 35.83 79.57 0.28 24.92 6.95 Net Emissions Existing Conditions 3.16 7.59 9.30 0.04 2.29 0.68 Proposed Project' 13.34 35.83 82.74 0.29 24.92 6.95 Net Change 10.18 28.24 73.44 0.25 22.63 6.27 SCAQMD Significance 55 55 550 150 55 150 Thresholds Exceed thresholds? No Yes No No No No Source:CalEEMod version 2016.3.2.Refer to Appendix A for model outputs. Note:Total values are from CalEEMod and may not add up 100%due to rounding. 1. The highest values between summer and winter results were used as a worst case scenario Area Source Emissions Area source emissions would be generated due to on-site equipment,architectural coating,and landscape maintenance equipment. As shown in Table 8, the net area source emissions from the Project represent a de minimis impact relative to the SCAQMD thresholds for each of the criteria pollutants analyzed. Therefore,the Project would not violate any air quality standards or contribute substantially to an existing or projected air quality violation. As a result, impacts associated with operational air quality related specifically to area source emissions would be less than significant. October 2020 ,;.,y 20 City of Tustin Myford Warehouse Air Quality Assessment Energy Source Emissions Energy source emissions would be generated due to electricity and natural gas usage associated with the Project. Primary uses of electricity and natural gas by the Project would be for miscellaneous warehouse equipment, space heating and cooling,water heating,ventilation, lighting, appliances, and electronics.As shown in Table 8, net energy source emissions from the Project represent a de minimis impact relative to the SCAQMD thresholds for each of the criteria pollutants analyzed.As such,the Project would not violate any air quality standards or contribute substantially to an existing or projected air quality violation. As a result, impacts associated with operational air quality related specifically to energy source emissions would be less than significant. Mobile Source Emissions Mobile sources are emissions from motor vehicles, including tailpipe and evaporative emissions. Depending upon the pollutant being discussed, the potential air quality impact may be of either regional or local concern. For example, ROG, NOx, PM1o, and PM2.5 are all pollutants of regional concern. NOx and ROG react with sunlight to form 03, known as photochemical smog. Additionally, wind currents readily transport PM10 and PM2.5. However, CO tends to be a localized pollutant, dispersing rapidly at the source. Project-generated vehicle emissions are based on the trip generation within the Project Traffic Impact Study and incorporated into CalEEMod as recommended by the SCAQMD. Per the Project Traffic Impact Study, using the High-Cube Fulfillment Center Warehouse trip generation rate(Institute of Transportation Engineers [ITE] code 155) the Project would generate 1,802 daily vehicle trips with approximately 8.8 percent trucks.As shown in Table 8, net mobile source emissions would be below SCAQMD thresholds for each of the criteria pollutants analyzed. As such, the Project would not violate any air quality standards or contribute substantially to an existing or projected air quality violation. As a result, impacts associated with operational air quality related specifically to mobile emissions would be less than significant. Off-Road Emissions Operational off-road emissions would be generated by off-road equipment used during operational activities. For this project it was assumed that warehouse would employ two electric forklifts for loading and unloading goods. As shown in Table 8, off-road emissions from the Project would not violate any air quality standards or contribute substantially to an existing or projected air quality violation. As a result, impacts associated with operational air quality related specifically to off-road emissions would be less than significant. Cumulative Short-Term Emissions The SCAB is designated nonattainment for 03, PM1o, and PM2.5 for State standards and nonattainment for 03 and PM2.5 for Federal standards. Appendix D of the SCAQMD White Paper on Potential Control Strategies to Address Cumulative Impacts from Air Pollution (2003) notes that projects that result in emissions that do not exceed the project-specific SCAQMD regional thresholds of significance should result in a less than significant impact on a cumulative basis unless there is other pertinent information to the contrary.Therefore, if a project is estimated to result in emissions that do not exceed the thresholds, the project's contribution to the cumulative impact on air quality in the SCAB would not be cumulatively considerable.As shown in Table 7 above, Project construction-related emissions by themselves would not October 2020 ,;.,y 21 City of Tustin Myford Warehouse Air Quality Assessment exceed the SCAQMD significance thresholds for criteria pollutants.Therefore,the proposed Project would not generate a cumulatively considerable contribution to air pollutant emissions during construction. The SCAQMD has developed strategies to reduce criteria pollutant emissions outlined in the AQMP pursuant to the FCAA mandates. The analysis assumed fugitive dust controls would be utilized during construction, including frequent water applications. SCAQMD rules, mandates, and compliance with adopted AQMP emissions control measures would also be imposed on construction projects throughout the SCAB, which would include related projects. Compliance with SCAQMD rules and regulations would further reduce the Project construction-related impacts. Therefore, Project-related construction emissions, combined with those from other projects in the area,would not substantially deteriorate local air quality. Construction emissions associated with the Project would not result in a cumulatively considerable contribution to significant cumulative air quality impacts. Cumulative Long-Term Impacts The SCAQMD has not established separate significance thresholds for cumulative operational emissions. The nature of air emissions is largely a cumulative impact. As a result, no single project is sufficient in size to, by itself,result in nonattainment of ambient air quality standards. Instead, individual project emissions contribute to existing cumulatively significant adverse air quality impacts. The SCAQMD developed the operational thresholds of significance based on the level above which individual project emissions would result in a cumulatively considerable contribution to the SCAB's existing air quality conditions.Therefore, a project that exceeds the SCAQMD operational thresholds would also be a cumulatively considerable contribution to a significant cumulative impact. As shown in Table 8, the Project operational emissions would not exceed the SCAQMD thresholds.Therefore impacts would be less than significant. Standard Conditions and Requirements: AQ-1 Prior to the issuance of grading permits, the City Engineer shall confirm that the Grading Plan, Building Plans and Specifications require all construction contractors to comply with South Coast Air Quality Management District's (SCAQMD's) Rules 402 and 403 to minimize construction emissions of dust and particulates. The measures include, but are not limited to, the following: • Portions of a construction site to remain inactive longer than a period of three months will be seeded and watered until grass cover is grown or otherwise stabilized. • All on-site roads will be paved as soon as feasible or watered periodically or chemically stabilized. • All material transported off site will be either sufficiently watered or securely covered to prevent excessive amounts of dust. • The area disturbed by clearing, grading, earthmoving, or excavation operations will be minimized at all times. • Where vehicles leave a construction site and enter adjacent public streets, the streets will be swept daily or washed down at the end of the work day to remove soil tracked onto the paved surface. October 2020 ,;.,y 22 City of Tustin Myford Warehouse Air Quality Assessment AQ-2 The applicant shall require by contract specifications that the interior and exterior architectural coatings (paint and primer including parking lot paint) products used would comply with SCAQMD Rule 1113 which requires building envelope coatings to have a volatile organic compound rating of 50 grams per liter or less. Mitigation Measures: No mitigation is required Level of Significance: Less than significant impact. Threshold 5.3 Would the Project expose sensitive receptors to substantial pollutant concentrations? Localized Construction Significance Analysis The nearest sensitive receptor is a residential community located 1,600 feet (488 meters) northwest of the Project along Tustin Ranch Road.To identify impacts to sensitive receptors,the SCAQMD recommends addressing LSTs for construction. LSTs were developed in response to SCAQMD Governing Boards' Environmental Justice Enhancement Initiative(1-4).The SCAQMD provided the Final Localized Significance Threshold Methodology(dated June 2003 [revised 2008])for guidance.The LST methodology assists lead agencies in analyzing localized impacts associated with Project-specific emissions. Since CalEEMod calculates construction emissions based on the number of equipment hours and the maximum daily soil disturbance activity possible for each piece of equipment,Table 9: Equipment-Specific Grading Rates, is used to determine the maximum daily disturbed acreage for comparison to LSTs. The appropriate SRA for the localized significance thresholds is the Central Orange County (SRA 17) since this area includes the Project. LSTs apply to CO, NO2, PM1o, and PM2.5.The SCAQMD produced look-up tables for projects that disturb areas less than or equal to 5 acres in size. Project construction is anticipated to disturb a maximum of 4.0 acres in a single day. As the LST guidance provides thresholds for projects disturbing 1-, 2-, and 5-acres in size and the thresholds increase with size of the site, the LSTs for a 4.0- acre threshold were interpolated and utilized for this analysis. Table 9: Equipment-Specific Grading Rates Construction Equipment Equipment Acres Graded Operating Acres Graded Phase Type Quantity per 8-Hour Day Hours per Day per Day Tractors 4 0.5 8 2.0 Grading Graders 1 0.5 8 0.5 Dozers 1 0.5 8 0.5 Total Acres Graded per Day 3.0 Source:CaIEEMod version 2016.3.2.Refer to Appendix A for model outputs. The SCAQMD's methodology states that "off-site mobile emissions from the Project should not be included in the emissions compared to LSTs." Therefore, only emissions included in the CalEEMod "on- site" emissions outputs were considered.The nearest sensitive receptors are the single-family residences located 1,600 feet (488 meters) northwest of the Project. LST thresholds are provided for distances to sensitive receptors of 25, 50, 100, 200, and 500 meters. Therefore, LSTs for receptors located at 488 meters were interpolated and utilized in this analysis. Table 10: Localized Significance of Construction Emissions (Maximum Pounds Per Dav), presents the results of localized emissions during each construction phase. Table 10 shows that emissions of these pollutants on the peak day of construction October 2020 ,;.,y 23 City of Tustin Myford Warehouse Air Quality Assessment would not result in significant concentrations of pollutants at nearby sensitive receptors. Significant impacts would not occur concerning LSTs during construction. Table 10: Localized Significance of Construction Emissions(Maximum Pounds Per Day) Nitrogen Carbon Coarse Fine Construction Activity Oxide Monoxide Particulate Particulate (NO.) (CO) Matter Matter (PMio) (PM2.5) Demolition 31.44 21.56 4.75 1.93 Site Preparation 40.50 21.15 10.17 6.35 Grading 24.74 15.86 9.16* 3.05* Building Construction 17.43 16.58 0.96 0.90 Paving 12.92 14.65 0.68 0.62 Architectural Coating 1.53 1.82 0.09 0.09 SCAQMD Localized Screening Threshold (adjusted for 4.0 acres at488 meters) 200 6,682 183 106 Exceed SCAQMD Threshold? No No No No Note:*includes emissions from crushing debris Source:CalEEMod version 2016.3.2.Refer to Appendix A for model outputs. Localized Operational Significance Analysis According to the SCAQMD LST methodology, LSTs would apply to the operational phase of a project only if it includes stationary sources or attracts mobile sources that may spend long periods queuing and idling at the site (e.g. warehouse or transfer facilities). Since the Project is a warehouse, the operational phase LST protocol is conservatively applied to both the area source and all the mobile source emissions. LSTs thresholds for receptors were interpolated for 488 meters because the closest receptors are 488 meters away. Although the warehouse is 9.9 acres, the 5-acre LST threshold was also conservatively for the Project, as the LSTs increase with the size of the site. The LST analysis only includes on-site sources. However, the CalEEMod model outputs do not separate on-and off-site emissions for mobile sources. For a worst-case scenario assessment,the emissions shown in Table 11: Localized Significance of Operational Emissions (Maximum Pounds Per Dav), conservatively include all on-site Project-related stationary sources and 100 percent of the Project-related new mobile sources, since a portion of mobile sources could include trucks idling on-site. Table 11 shows that the maximum daily emissions of these pollutants during operations would not result in significant concentrations of pollutants at nearby sensitive receptors.Therefore,significant impacts would not occur concerning LSTs during operational activities. October 2020 ,;.,y 24 City of Tustin Myford Warehouse Air Quality Assessment Table 11: Localized Significance of Operational Emissions(Maximum Pounds Per Day) Nitrogen Carbon Coarse Fine Activity Oxide Monoxide Particulate Particulate (NO.) (CO) Matter Matter (PMio) (PM2.5) On-Site and Mobile Source Emissions 33.80 82.53 24.90 6.93 SCAQMD Localized Screening Threshold (adjusted for 5 acres at 488 meters) 200 6,682 44 26 Exceed SCAQMD Threshold? No No No No Source:CaIEEMod version 2016.3.2.Refer to Appendix A for model outputs. Criteria Pollutant Health Impacts On December 24, 2018, the California Supreme Court issued an opinion identifying the need to provide sufficient information connecting a project's air emissions to health impacts or explain why such information could not be ascertained (Sierra Club v. County of Fresno [Friant Ranch, L.P.] [2018] Cal.51n Case No. S219783). The Friant Ranch project was a 942-acre Specific Plan that involved a commercial master planned community of approximately 2,500 dwelling units and extensive commercial supporting development. The anticipated air quality impacts resulting from this development included significant and unavoidable emissions of multiple criteria pollutants (including significant emissions of both primary 03 precursors [NOx and ROGs]) at levels that exceeded the daily thresholds of significance. As noted above and shown in Table 8,the Project's operational emissions are below SCAQMD's significance thresholds, resulting in a less than significant impact. The SCAQMD has set its CEQA significance thresholds based on the FCAA,which defines a major stationary source (in extreme ozone nonattainment areas such as the South Coast Air Basin) as emitting 10 tons per year. The thresholds correlate with the trigger levels for the federal New Source Review (NSR) Program and SCAQMD Rule 1303 for new or modified sources. The NSR Program2 was created by the FCAA to ensure that stationary sources of air pollution are constructed or modified in a manner that is consistent with attainment of health-based federal ambient air quality standards. The federal ambient air quality standards establish the levels of air quality necessary, with an adequate margin of safety, to protect the public health.Therefore, projects that do not exceed the SCAQMD's LSTs and mass emissions thresholds would not violate any air quality standards or contribute substantially to an existing or projected air quality violation and no criteria pollutant health impacts. NOx and ROG are precursor emissions that form ozone in the atmosphere in the presence of sunlight where the pollutants undergo complex chemical reactions. It takes time and the influence of meteorological conditions for these reactions to occur, so ozone may be formed at a distance downwind from the sources. Breathing ground-level ozone can result health effects that include: reduced lung function, inflammation of airways, throat irritation, pain, burning, or discomfort in the chest when taking a deep breath, chest tightness, wheezing, or shortness of breath. In addition to these effects, evidence from observational studies strongly indicates that higher daily ozone concentrations are associated with increased asthma attacks, increased hospital admissions, increased daily mortality, and other markers of z Code of Federal Regulation(CFR) [i.e., PSD(40 CFR 52.21,40 CFR 51.166,40 CFR 51.165(b)), Non-attainment NSR(40 CFR 52.24,40 CFR 51.165,40 CFR part 51,Appendix S) October 2020 ,;.,y 25 City of Tustin Myford Warehouse Air Quality Assessment morbidity. The consistency and coherence of the evidence for effects upon asthmatics suggests that ozone can make asthma symptoms worse and can increase sensitivity to asthma triggers. According the SCAQMD's 2016 AQMP,ozone, NOx, and ROG have been decreasing in the Basin since 1975 and are projected to continue to decrease in the future. Although vehicle miles traveled in the Basin continue to increase, NOx and ROG levels are decreasing because of the mandated controls on motor vehicles and the replacement of older polluting vehicles with lower-emitting vehicles. NOx emissions from electric utilities have also decreased due to the use of cleaner fuels and renewable energy. The 2016 AQMP demonstrates how the SCAQMD's control strategy to meet the 8-hour ozone standard in 2023 would lead to sufficient NOx emission reductions to attain the 1-hour ozone standard by 2022. In addition, since NOx emissions also lead to the formation of PM2.5, the NOx reductions needed to meet the ozone standards will likewise lead to improvement of PM2.5 levels and attainment of PM2.5 standards. The SCAQMD's air quality modeling demonstrates that NOx reductions prove to be much more effective in reducing ozone levels and will also lead to significant improvement in PM2.5 concentrations. NOx- emitting stationary sources regulated by the SCAQMD include Regional Clean Air Incentives Market (RECLAIM) facilities (e.g., refineries, power plants, etc.), natural gas combustion equipment (e.g., boilers, heaters, engines, burners, flares) and other combustion sources that burn wood or propane. The 2016 AQMP identifies robust NOx reductions from new regulations on RECLAIM facilities, non-refinery flares, commercial cooking, and residential and commercial appliances. Such combustion sources are already heavily regulated with the lowest NOx emissions levels achievable but there are opportunities to require and accelerate replacement with cleaner zero-emission alternatives, such as residential and commercial furnaces, pool heaters, and backup power equipment. The AQMD plans to achieve such replacements through a combination of regulations and incentives. Technology-forcing regulations can drive development and commercialization of clean technologies, with future year requirements for new or existing equipment. Incentives can then accelerate deployment and enhance public acceptability of new technologies. The 2016 AQMP also emphasizes that beginning in 2012,continued implementation of previously adopted regulations will lead to NOx emission reductions of 68 percent by 2023 and 80 percent by 2031. With the addition of 2016 AQMP proposed regulatory measures, a 30 percent reduction of NOx from stationary sources is expected in the 15-year period between 2008 and 2023. This is in addition to significant NOx reductions from stationary sources achieved in the decades prior to 2008. As previously discussed, localized effects of on-site Project emissions on nearby receptors were found to be less than significant (refer to Table 10 and Table 11).The LSTs represent the maximum emissions from a project that are not expected to cause or contribute to an exceedance of the most stringent applicable state or federal ambient air quality standard. The LSTs were developed by the SCAQMD based on the ambient concentrations of that pollutant for each SRA and distance to the nearest sensitive receptor.The ambient air quality standards establish the levels of air quality necessary, with an adequate margin of safety, to protect public health, including protecting the health of sensitive populations. Information on health impacts related to exposure to ozone and particulate matter emissions published by the U.S. EPA and CARB have been summarized above and discussed in the Regulatory Framework section. As shown above, Project-related emissions would not exceed the regional thresholds or the LSTs, and therefore would not exceed the ambient air quality standards or cause an increase in the frequency or severity of existing violations of air quality standards.Therefore,sensitive receptors would not be exposed to criteria pollutant levels in excess of the health-based ambient air quality standards. October 2020 ,;.,y 26 City of Tustin Myford Warehouse Air Quality Assessment Carbon Monoxide Hotspots An analysis of CO "hot spots" is needed to determine whether the change in the level of service of an intersection resulting from the Project would have the potential to result in exceedances of the CAAQS or NAAQS. It has long been recognized that CO exceedances are caused by vehicular emissions, primarily when vehicles are idling at intersections.Vehicle emissions standards have become increasingly stringent in the last 20 years. Currently, the CO standard in California is a maximum of 3.4 grams per mile for passenger cars(requirements for certain vehicles are more stringent).With the turnover of older vehicles, introduction of cleaner fuels, and implementation of control technology on industrial facilities, CO concentrations have steadily declined. Accordingly, with the steadily decreasing CO emissions from vehicles, even very busy intersections do not result in exceedances of the CO standard. The South Coast Air Basin (SCAB)was re-designated as attainment in 2007 and is no longer addressed in the SCAQMD's AQMP.The 2003 AQMP is the most recent version that addresses CO concentrations.As part of the SCAQMD CO Hotspot Analysis, the Wilshire Boulevard/Veteran Avenue intersection, one of the most congested intersections in Southern California with an average daily traffic (ADT) volume of approximately 100,000 vehicles per day, was modeled for CO concentrations. This modeling effort identified a CO concentration high of 4.6 ppm, which is well below the 35-ppm Federal standard. The Project considered herein would not produce the volume of traffic required to generate a CO hot spot in the context of SCAQMD's CO Hotspot Analysis. As the CO hotspots were not experienced at the Wilshire Boulevard/Veteran Avenue intersection even as it accommodates 100,000 vehicles daily, it can be reasonably inferred that CO hotspots would not be experienced at any vicinity intersections resulting from 1,802 additional daily vehicle trips(114 net a.m. peak hour and 284 net p.m. peak hour trips)attributable to the Project.Therefore, impacts would be less than significant. Construction-Related Diesel Particulate Matter Construction would result in the generation of DPM emissions from the use of off-road diesel equipment required. The amount to which the receptors are exposed (a function of concentration and duration of exposure) is the primary factor used to determine health risk (i.e. potential exposure to TAC emission levels that exceed applicable standards). Health-related risks associated with diesel-exhaust emissions are primarily linked to long-term exposure and the associated risk of contracting cancer. The use of diesel-powered construction equipment would be temporary and episodic. The duration of exposure would be short and exhaust from construction equipment dissipates rapidly. Current models and methodologies for conducting health risk assessments are associated with longer-term exposure periods of 9, 30, and 70 years, which do not correlate well with the temporary and highly variable nature of construction activities. The closest sensitive receptors are located approximately 1,600 feet from the property boundary and major Project construction areas. California Office of Environmental Health Hazard Assessment has not identified short-term health effects from DPM. Construction is temporary and would be transient throughout the site(i.e. move from location to location) and would not generate emissions in a fixed location for extended periods of time. Construction would be subject to and would comply with California regulations limiting the idling of heavy- duty construction equipment to no more than 5 minutes to further reduce nearby sensitive receptors' exposure to temporary and variable DPM emissions. For these reasons, DPM generated by construction activities, in and of itself, would not be expected to expose sensitive receptors to substantial amounts of air toxics and the Project would have a less than significant impact. October 2020 ,;.,y 27 City of Tustin Myford Warehouse Air Quality Assessment Mitigation Measures: No mitigation is required. Level of Significance: Less than significant impact. Threshold 5.4 Would the Project result in other emissions (such as those leading to odors) adversely affecting a substantial number of people? The SCAQMD CEQA Air Quality Handbook identifies certain land uses as sources of odors.These land uses include agriculture (farming and livestock), wastewater treatment plants, food processing plants, chemical plants, composting facilities, refineries, landfills, dairies, and fiberglass molding. The Project would not include any of the land uses that have been identified by the SCAQMD as odor sources. During construction-related activities, some odors (not substantial pollutant concentrations)that may be detected are those typical of construction vehicles (e.g. diesel exhaust from grading and construction equipment). These odors are a temporary short-term impact that is typical of construction projects and would disperse rapidly. The Project would not include any of the land uses that have been identified by the SCAQMD as odor sources.Therefore, the Project would not create objectionable odors. Mitigation Measures: No mitigation is required. Level of Significance: No impact. October 2020 ,;.,y 28 City of Tustin Myford Warehouse Air Quality Assessment 6 REFERENCES 1. California Air Pollution Control Officers Association (CAPCOA), Health Effects, 2018. 2. California Air Pollution Control Officers Association (CAPCOA), Health Risk Assessments for Proposed Land Use Projects, 2009. 3. California Air Resources Board,Aerometric Data Analysis and Measurement System (ADAM) Top Four Summaries from 2015 to 2017, 2019. 4. California Air Resources Board,Air Quality and Land Use Handbook:A Community Health Perspective, 2005. 5. California Air Resources Board, Current Air Quality Standards, 2016. 6. California Air Resources Board, Risk Reduction Plan to Reduce Particulate Matter Emissions from Diesel-Fueled Engines and Vehicles, 2000. 7. City of Tustin, City of Tustin General Plan, 2018 8. City of Tustin, Code of Ordinances, 2020 9. Douglas Franz, Preliminary Site Plan, Progress Set August 27, 2019. 10. Federal Highway Administration, Interim Guidance on Mobile Source Air Toxic Analysis in NEPA Documents, 2016. 11. HPA Architecture, 14451 Myford Road Conceptual Site Plan, September 21, 2020. 12. Kimley-Horn Associates, Myford Warehouse: Transportation Impact Analysis, 2020. 13. Office of Environmental Health Hazard Assessment, Air Toxics Hot Spots Program Risk Assessment Guidelines, 2015. 14. Ralph Propper, Patrick Wong, Son Bui, Jeff Austin, William Vance, Alvaro Alvarado, Bart Croes, and Dongmin Luo, Ambient and Emission Trends of Toxic Air Contaminants in California. American Chemical Society:Environmental Science& Technology, 2015. 15. Southern California Association of Governments, 2016 - 2040 Regional Transportation Plan/Sustainable Communities Strategy, 2016. 16. South Coast Air Quality Management District,2016 Air Quality Management Plan, March 2017. 17. South Coast Air Quality Management District, CEQA Air Quality Handbook, 1993. 18. South Coast Air Quality Management District, Localized Significance Threshold Methodology, 2009. 19. South Coast Air Quality Management District, The Multiple Air Toxics Exposure Study IV, 2015. 20. United States Environmental Protection Agency, National Ambient Air Quality Standards Table, 2016. 21. United States Environmental Protection Agency, NonattainmentAreas for Criteria Pollutants, 2019. 22. United States Environmental Protection Agency,Policy Assessment for the Review of the Lead National Ambient Air Quality Standards, 2013. 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LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . O LU w w w w w w w w w w w w w w w w w w w w w w w w w 'w O . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W U 75 Q 66 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Ch m 'O ''Oo ''Oo O ''O ''O 'O ''O ''O O O o '� 'O O O Ooo O N :O N V C ' co O Cb O A CISV N O O Ch W�Ln O O Cl) G I- N 0 . . . . ,O ,O 0 0 O O 0 co NVp OpN O .O �O . . . . . . V ,Lo ,C`') ,0 ,N ,N ,N i O C C C C . . . . . . . . . . . . . . . . . . . . . . . . . . CO C U LO coCO i o o o 'O O 'o 'o ;o � o O O O OOO 0 I N V . O Q O O O O O 0 0 0 00 O p 00 p pp p p p O O O O O Lon 04 O) LO V Lo �Co �N �N �N �N U) w i O Cn L . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i (0 . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . 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(0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 0 o' o 'o o 'o 'o N co .O 1 N N N :00 .O N N N N N N N O V 0 0 0 0 0 0 0 0 0 LI)Lc) 0 0 .O O 'CSO 'N O O0 LO N O O O O � N O 'I� 'O O 'CO '� . . . . . . . . . . . . . , . . . . m N N i C C C C . . . . . . . . . . . . . . . . . . . . . . . . . . CO C U co co co co co co co co o � � ooo � No �o �o O CO Q O :O ,O �o o 0 O O O '� O O O 'O �— 'O :O O0 O 'O 'O 'O 'O 'O ' ' 'O ;0 'co 'O 'O 'O '00 ' ' 'O '00 ' 0 N 'O ' h 'O 'O 'N co �� �� �Co �N w i U) L . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i (0 . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . o 0 . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w m U 75 Q 66 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o '.o o o 'o 'o o 'o 'o O ' O Ch . 00 V N p Ln O V , N , N , N :N , N , N , N 'CJ N N NN Ch m _ mq N N 0 0 . . . . . . . . . . . . .N 0 O V O Cl) W O O O O O O O O O O N O O OcoO O NN O .O .O NO . ,N Ln Ch 0 N N i O C C C C . . . . . . . . . . . . . . . . . . . . . . . . . . CO C U 'm 'v 'm 'm 'm 'm 'm 'm 'm 'm �o �o �o �o �� �o �o �o �o �o �o O ' `O p p N p pp O O O q O O O :O p p p p p pp O 1p O O p p O 'rD CO 00 rD4— � 'N 'CO 'O 'N 'O 'O 'N 'O 'r., :06 ,N ,N ,N W W i O Cn L . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i (0 . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL U . . . . . . . . . . . . . . . . . . . . . . . . . . O LU w w w w w w w w w w w w w w w w w w w w w w 'w 'w w w O . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W U 75 Q 66 O N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .0 ' O O N O O O O _ L O N N O _ N 00N 00N O N O N N N N N N N N N N N N N N Ch O V V OC) N O O .I� O .O O O O O O N O O O O O O O N O CV N O O O O O , N N N N i C C C C . . . . . . . . . . . . . . . . . . . . . . . . . . CO C U �o 10 �� �o 10� o o (Q :O 'O 'O 'O p p 04 'O 'O 'O 'O 'O 'O 'O 'm 'O 'COLO �— �— 'O O ,O O '� �O 4— O O O O O O : O O O O O O O O Ch ;0 co m O O O 1 O ' 'N 'O :O 'O 'CO 'V :O O ACV SCO �0 �N coS �N CD U) � X w U) L . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . o 0 . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w m U 75 Q 66 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . oO 'o� o 'o � � � o � � . � o 'o : �O � N � rD O V N N O NN N : : q O 11 ,O ,O O O O O 00 O O O Cl)04 10 O O CbO _ CO N CO CO 0 m 'O 'V N N 0 N i C C C C . . . . . . . . . . . . . . . . . . . . . . . . . . CO C U m :co 'm 'm °m o :o �o �o� � �o o ; p 0 0O p p p CO 0 OO � C N Ch S CO 1- :06 N (1) Cn � X w U) L . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . o 0 . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w m U 75 Q 66 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 0 'o 'o o 'o 0 � coN00 O . O 00 (o .� �m NLn O N 00 I m 0 o 'j- N Cl) O O O ,O ,O O O O O O Cl) O N N N �� I 00 O NN N N m CO CO . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i C� C C C . . . . . . . . . . . . . . . . . . . . . . . . . . CO C U Cl) 'm m m m � o �o �o �o o �o , O O N O Lq 00 0 0 0 0 0 0 0 , 0 0 0 0 0 0 0 0 0 Ch ;Cog O O N Ch N N SCh SCh I.- r Cn � X W O U) L . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . O LU w 'w 'w w w w w w w w w 'w 'w w w w w 'w 'w 'w 'w w w w w 'w O . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W U 75 Q 66 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o 'o 'o o .0 'oV o 'o 0. coN 0. . N . N . N V V �O Ch O 00 O O 00 0C : fl : O 0Cq 0? LO N. � O .O O � O O O O O O CO O O O O O O O O NO O0 .V .q .N 0 � Cl) m ,0 N N N N N Ch CCJ V i C C C C . . . . . . . . . . . . . . . . . . . . . . . . . . CO C U :o �o �o �o �o �o �o �o �o �o : p ' 'O ' ' ' . � . 10.p pp p p p O '01) '01) Lq O Cl) O O 0 LO L O 0 10 O 00 O 0 04 CO 0LOO M ;Ctb ACV Cl) �N �N SCh SCh �I- r Cn � X w U) L . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . o 0 . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w m U 75 Q 66 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o 'o 'o o 'o 'o . . . . . . o 'o . . . . . . 0 0 N � N N N N ON O LO CO Ch Ch O 00 O O 0 00 Ln � Ch I O O O O O O O O O 00 �0 0 O .0 .N i C C C C . . . . . . . . . . . . . . . . . . . . . . . . . . CO C U 'm 'm 'm 'm 'm 'm 'm 'v � m m o �o �oIo �o �o �o �o oo N �00 'C`') 'V 'N N : 6 CO O 0 'C) 'O O O ' 'O 'O 'O ' ' ' ' ' ' ' '0 'O O 10 0O Cl) O O LO 1 04 O O O O Cl) 00 V OO00 � O O O ' ' ' 'CO ' ' 'OCO CO :O �N �N �N SCh �O coSSCO r (1) Cn � X w U) L . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . 40- N N N N N N N N N N N N N N N N N N N N N N N N N N N N H H H H H H H H H H H H H H H H H H H H H H H H H H H N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . o 0 . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w m U 75 Q 66 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o 'o 'o 'o 'o 'o o 'o C) N p �� .O �� N N N N N N N m .O N �� N N m .O m N CO O O O O N O O LO 0 O O O O O O � O ,O O .0 O O :06 N co � i C C C C . . . . . . . . . . . . . . . . . . . . . . . . . . CO C U co co co co co co co o �o �oNo �o �o No �oN O (o L)O "t ' N N :,D �O ' N0 �O � O O O O O O p O O O LO O m 0'00 OLn � Iq Co :N :C : 00V V O r U) � X W O U) L . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . 40- N N N N N N N N N N N N N N N N N N N N N N N N N N N N H H H H H H H H H H H H H H H H H H H H H H H H H H H . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . O LU w w w w w w w w w w w w w w w w w w w w w w w w w w O . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W U 75 Q 66 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o o 'o 'o o 'o 'o o 'o N �0 �O �r.— LO O V VO CN m 0 � 0 Cl) O ' V Ch .— O N .0 .0 N m O O O C) N O O 00 L V .0 .0 .0 .0 .0 .0 O .0 . . . . . . . . . . . . . . It . . 00 04 i C C C C . . . . . . . . . . . . . . . . . . . . . . . . . . CO C U :o �o �o �o No �o �o �o �o ' LO 04 O — ' � 0 — 00c)10 0 O O O — O V O O Cl)m O O N O OO O4— O . Co co 10 0 � 00 O ACV ACV ACV SCh �oo r U) � X w U) L . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . 40- N N N N N N N N N N N N N N N N N N N N N N N N N N N N H H H H H H H H H H H H H H H H H H H H H H H H H H H . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . o 0 . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w m U 75 Q 66 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 'o CCJco O N N m .6? m p m �� N N N m N N N m O .0 .0 O O V O N O N r'- O O O O O � 1 0 O O L m ,O .L � Ch _ m .Lo .O N N N i C C C C . . . . . . . . . . . . . . . . . . . . . . . . . . CO C U 'm 'v 'm 'v 'v 'm 'v h �o �� �o �o �o �o �o� o o (�Q LO O p O C ' OO ' ' ' 'O O O O O p O O p O p O O 4— O VO 10O V .O p 1 N1p O I CO; CCJ SCO XLO 00 0) 0) 0 N r Cn � X w U) 2 L . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N 04 04 04 . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . o 0 . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w m U 75 Q 66 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . •o •o •o •o _ N �N �� �� �� N N N Ch CCJ N CLJ O N co � O O Ch �� O .0 .0 O O O V V ,O ,O ,O O O O O O N O N O O N [M- CI) O O ,CO CO i C C C C . . . . . . . . . . . . . . . . . . . . . . . . . . CO C U 'm m 'v 'm 'm 'm o N�o 1SoOCO �So �o �o �oI ; CO ;Lo O N mh O oo O, , , , O O N N O O O O O O N OOOo ONOOO0) O ONO O ' OO S � � CO N - r Cn � X w U) 2 L . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . o 0 . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w m U 75 Q 66 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 'o 'o 'o . . 'o 'o 'o . o 'o 'o . . . . . . .m� co a) . N . N 04 LO m00 N N . . CLJ Cl) O O O N � O O m O O O O O O ,O V c m O O O O O O m _ m N CO .O 1-- N N r-� N LO i C C C C . . . . . . . . . . . . . . . . . . . . . . . . . . CO C U p� Ev 'co v v m v m m m m om o O O 'O O O 'O O O 'O 'O 'O O ' ' ' O ' p ' 'O 'p N ' ' 'O 'O 'p O ' O O :N O O O O � O O O O 1 Cb O V O VO O O Ctb �6 :06 �N �6 V ,CV �� :CO SCh V ,CV r Cn � X w U) 2 L . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . o 0 . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w m U 75 Q 66 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' Co '.Om? 00 co00 00 N N F, 00 . cn O O O O OO ,O L2 ,O N ,O N I-- CO 00 .0) m Cl)� 0 .Lo .O N N r-� N i C C C C . . . . . . . . . . . . . . . . . . . . . . . . . . CO C U a, 'm : 'v c v v c v c co o o �o �o �o �o �o �o o � 'O ' O ' 'O p p pV p p ' pOm C) ' ' ' ' ' ' C) O O p N 1 'O coO N O O OLO LO O OO N CO U) � X W O U) 2 L . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL . . . . . . . . . . . . . . . . . . . . . . . . . . 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U) O U �o �o �o �o �o �o �o �o CO 0O h ' O O O 1 Om Cb N N O O O O OO O CO O :O Lc) O � O O � N �0 � : 'O O L 'COQ �O SCO CO CO N U) X a- w U) ..F...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...F.. L . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m O . . . . . . . . . . . . . . . . . . . . . . . . . . c C N N N N N N N N N N N N N N N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . 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C U coco' co O 'O 'O 'O 'O 'O 'O 'O 'O 'O 'O 'o 'o :o 'o 'O 'O 'O 'O 'O 'O 'O 'O 'O 'O 'O 'O :O ' 'oo o' O O ��o o o 'o 'o o :o 1O , ' 'I 'LI) O O r— O O O V O ' ' ,O ' ` OO 'O ' Ch 'LnO COI. ON m — IN- N eO— ) '� 'N 'o '� 'o 'o 'm '06 � X a- W L . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . 40- 0N .2N 2N .2N 2N .2 N2 N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 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CO C U 0 0 : �coo o 101oIo 101010 m ; ;mco o o o vo oo oo ooo 04 O O O OV m,N� 04 ;O OO O N (1) U) m X w U) L . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . c C N N N N N N N N N N N N N N N N N N N N N N N N N N N N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . o 0 . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w m U 75 Q 66 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O 'O .0 O N NO NO OO OO OO O h ' N O N N N O OO 0 Cl) Ch . N O F.— �O 1- ,O ,O ,O O ,O ,O ,O ,O N O ,O 0 _ 0) '004 _ N O O m c0 .00 V i C C C C . . . . . . . . . . . . . . . . . . . . . . . . . . CO C U oo �o �o �o �o �o � � �o o 4— 0OO 0pC) N ' p i N O 'm 'V 'V U) � X w U) L . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . c C N N N N N N N N N N N N N N N N N N N N N N N N N N N N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . o 0 . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w m U 75 Q 66 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o 'o' o o 'o 'o LC), N , N , N N �� �� �� O �� N N N N CO O CO N V O �q .0 .O V �� �� N �� �� m �� .O V O O Ch O O Ch O V ChN N V O O O O ,O ,O ,O O O O O CO O O O O O O O N O O .O Ctb .N .O) rD .00 i C C C C . . . . . . . . . . . . . . . . . . . . . . . . . . CO C U Cl) co co o O 'O 'O 'O O O 'O 'O 'O O O 'oOO o 'o No O N N N N CO 'Ch ' 'N ' ' - 'Ln 'CNh , N N N ' 'N N 'CO 'O '� O O 0 O : O O q O O O O q O O � ICVOn , 10 O O0O V , 1ON O O0O O O O ' 0 04 00 LO N o N ' 'o '� ' CO 00 (1) U) � X W O U) L . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N N N N N N N N N N N N N Cl N N N N N N N N2E 2E 2E 2E 2E N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . OLU 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w O . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W U 75 Q 66 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . S 04 o 'o 'o 'o 'o 'o 'o S � o CO N CO h . N . N N N N N N N CO CO Ch N CO W CO A 'CO O N O V N N O N N NN00 CO '' � O O CO. O O O O co i C C C C . . . . . . . . . . . . . . . . . . . . . . . . . . CO C U 'm 'm 'm 'm 'm 'm 'm 'm 'v �o 10 10 10 10 10 10 o 10 O 'N ' ' ' ' ' '� 'I 'I 'p p 0 p p p p V CO O ,O ,0) ,COO ,NN O 0 1- � 1(0 � �O ' OO O N 'N 'm 'N 'CO U) � X W O U) L . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . U .0 .0 .0 .0 .0U .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2E 2E 2E 2E 2E 2E 2E 2E 2E 2E 2E 2E 2E 2E 2E 2E 2E 2E 2E 2E 2E 2E 2E 2E 2E 2E . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . O LU w w w w w w w w w w w w w w w w w w w w w w w w w w O . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W U 75 Q 66 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' .oO o O .oO .OO .OO OCh m m O oo V p 0, co . Im- � A O p 1- 0) V m O .O N W O N N N _ Ch .O N ' O O Ch O O O O� .V N CO LO C`') N Lo i C C C C . . . . . . . . . . . . . . . . . . . . . . . . . . CO C U 'm 'm 'm 'm 'm 'm 'm 'm 'v �o 10 10 10 10 10 �o No �o M o p � :m'j- o 'rn v m 'm ab v � N OOOOOOO hCO � pp�� , 'O 'O 'O 'O� 'I� .- 'Ln � V ,N V �LC7 CO ACV SCO N U) � X w U) L . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 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CO C U MM co �� �o �o �o �o �o �o �o o (�Q O 0 co 'O 'O 'V '�— �� 'CCJ '� �� 'O 'Ch 'O 'O 'O ,O 'O 'O 'O 'O 'N 'O '� '� '� `— O O O 'I- 'N 'V 'O 'V Oco 'N N 'N 'm N U) � X w U) L . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . U .0 .0 .0 .0 .0U .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2E 2E 2E 2E 2E 2E 2E 2E 2E 2E 2E 2E 2E 2E 2E 2E 2E 2E 2E 2E 2E 2E 2E 2E 2E 2E . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . 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U . . . . . . . . . . . . . . . . . . . . . . . . . . o 0 . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w m U 75 Q 66 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 � � � � � 0 o 'o 'o o 'o � 00 0 � O � m N O co O N O � N O OCh N ON L � O p p O 0 O O O OV ON O N N O h Cl) O � N COh LO 00 CO CO W N N i C C C C . . . . . . . . . . . . . . . . . . . . . . . . . . CO C U 'm CO O ' ' ' , ' , ' ' �O co mm co m m �o �o �o �o �o �oo CO CO o CO O N O o O T N N N N N _N ' O ' -,tO p N p m � 9O O O O p p : O Lc) 0 0 m m O 00 , O Oo O ;� 0 N NN O �N (1) U) m X W O U) L . . . . . . . . . . . . . . . . . . . . . . . . . . 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N .O Cto m .O m Ln m O .O .I� p O p O Lq O O O O O O O O O N VOC) O O ,O ,p0 ,O N O O LCJ .O .O .O .O .V 00 CCJ 00 N N i C C C C . . . . . . . . . . . . . . . . . . . . . . . . . . CO C U co co co co co co co co �o �o � o �o �oIo �o �o O N O ; '' ' ' n ' n '� '� ' N N N N N 'ON O � n O O O qOO O O 10 1 O ,LOO mm O _ OX00 N N ACV M U) � X w U) L . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . 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CO C U co co co co co co Cfl : �o �o �; o �o �o ' o, ,O � O 'O O 'N N o � N N N O O N p p O Ch O O O O ,p O Lc) O O O O 10 O ' No 'm 'm Ch O O Ch N :O r L 0 N N (M U) � X W O U) L . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . 40- > > .> .> .> .> .> .> .> .> .> .> .> .> .> .> .> .> .> .> .> .> .> .> .> .> .> .> . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . 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CO C U p� m :m 'm 'm (�Q � ' ' ' ' ' 'p 'p ' ' ' ' ' 'm � �Op p O O O O O N O O L � 'm cO O O O 00O O O O O 0 'O N (M U) � X w U) L . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . 40- > > .> .> .> .> .> .> .> .> .> .> .> .> .> .> .> .2E .2E .2E .2E .2E .2E .2E .2E .2E .2E .2E .2E .2E .2E .2E 2E 2E 2E 2E 2E 2E 2E 2E 2E 2E 2E . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ...t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t........................................... F.. . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . o 0 . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w m U 75 Q 66 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 0 0 m O . O . - N CO ' mCh CO _ N N O � O N N N OO 00 , O 04 r O� N Ch i C C C C . . . . . . . . . . . . . . . . . . . . . . . . . . _ --+--+--+--+--+--+--+--+--+--f.. CO C U Cl) 'm 'co o No Io IoI I 1 '10 � )Lr) ' ' , 'o 'o 'v '�O 'oO 'O 'o 'o 'o 'o 'T '� 'o ' . �� � �O oooo 'n c) oo (oo (oo4— :V :O OO O � 04 N COCoM O (M Cn � X a- w U) L . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N .. ............................................................•••..............................• . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . o 0 . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w m U 75 Q 66 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 0 0 . '10 N :O O N O O N O O NO N N O ,N Cl) O ' O :O 'O 'O 'O 'C '_ O 'Cl)O 00 O .0 .0 N O O .0 O .0 O O O O O .0 .0 .0 O .0 O N � m 0 ,N h i C C C C . . . . . . . . . . . . . . . . . . . . . . . . . . ...f__ __ __ __ __ __ __ __ __ __ __ __ __ __ __+--+--+--+--+--+--+--+--+--+--f.. CO C U 'm 'm 'm 'v No No Io Io I I 1 0 m :o 'o 'o 'o 'o 'o �o .m 'o '0 'C 'N '"t 'o 'o .m 'o '� '� 'N .o 'o 'o ''D 'rn O O O O O m O O , 0 0 0 O O O O O O O O O O N 'N 'N ' M 'm U) � X W O U) L . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . 2E 2E 2E 2E 2E 2E 2E 2E 2E 2E 2E 2E 2E 2E 2E 2E 2E 2E 2E . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t............................................................•••..............................• . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . O LU w w w w w w w w w w w w w w w w w w w w w w w w w w O . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W U 75 Q 66 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o 0 0 0 �00 m :m m : N O O �O �O O m O O V N O O O O - OmO ,O ,O ,O -O ,O ,O ,O ,O N r m OO : N O� ,N i C C C C . . . . . . . . . . . . . . . . . . . . . . . . . . CO C U No No Io Io o CSO 0 :v ':� : :oN 'oom 'o 'voo ' om ' 'v � o 'v o � o oo o LO o o oo O N O O LO �m �� M (1) U) � X W O U) L . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..2E . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t..........................................•..................................• . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . O LU w w w w w w w w w w w w w w w w w w w w w w w w w w O . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W U 75 Q 66 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . oN . o 0 0 'o 0 � � 0 � � �� , OO0 N O _ V 00 V O O N O O O O ,O ,O O N O O � O O O O � O CO. 'CO CO CO CO m CO Ln co. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i C� C C C . . . . . . . . . . . . . . . . . . . . . . . . . . CO C U 'm (�O �i co im v m o 10 o10c) Io 10 1'o Sv 'O V LO coLO 0 O p p p O p 0 O O O O 7 V' ' ' ' cO O 0 0 0 0 0 , 0 0 0 0 O 'CO 'N 'LC) 1 'O 'CO 'N 'CO 00 'N 'CO Cn � X W O U) 2 L . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . O LU w w w w w w w w w w w w w w w w w w w w w w w w w w O . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W U 75 Q 66 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N � mo o o 0 � � 0 o o O � 0 Om N ,O �CO CO 0 0 N CN � N O N O O O O O O 0 Ch O O O04 O O O O I- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i C� C C C . . . . . . . . . . . I . . . . . . . . . . . . . . . CO C U o No �o 10 Io �� Im _ �� �o o OO ' ' O' 00 O N O Ch �C,6 (M U) � X w U) 2 L . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . o 0 . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w m U 75 Q 66 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 'o 'o 'o 'o o 'o 'o 'o o 'o . . . . . . . . . . . . . . . . N O N co N N N _ m N N N N m_ O N N O 'O O O 00 O N Cl) O O m ,O ,O ,O � O 0O m O O m O O O O T O Lo .0 'O N O O N O O i C C C C . . . . . . . . . . . . . . . . . . . . . . . . . . _ --+--+--+--+--+--+--+--+--+--f.. CO C U Cl) 'm m m m m m om o �o �o �o o o �o �o o I 'o ' ' 'o ' Oo o O , ' ' 'o ' ' 'o v o , 'rp00 oo oo o 'o o oo oo o !�o 0 0 O O O O O O O, ,O O N0 O 'O O COCO O 'O co U) � X w U) 2 L . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . 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LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . o 0 . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w m U 75 Q 66 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o N 'o � o 'o m N rD c) , N ,OONN CO m O O O O OCO� � , N o Lo ;m ;m i C C C C . . . . . . . . . . . . . . . . . . . . . . . . . . CO C U p� m 'v 'm 'v 'm 'v 'v °m o 10 Io I� No No �o �o o O `— N O CO O 'O , ;O, , ,CO �O ' ' O 1 ,-:06 :0 O O (1) U) � X a- W O U) L . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm :O :O :O :O :O :O :O :O :O :O :O :O :O :O :O :O :O :O :O :O N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t..............................•..............................• . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . 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CO C U m 'm m m oo �o 10 oNo �o 10 o I I I I _ a) a) , N 'N ' T N 'CLJ ' T 'o N � N : N 'N 'LC7 , N ,0 �� , 'm ,� �: �N ,co CO Lo O O 'O O O O O m O F, O O O O O O O N LO CO CV0 Lo : Ch ' ' , ' ' m 4— 10 0 ,o , , , CN CJ O , ' '0 ' Cl) , r 0CJ V I� N OV I� Lb 0 � 0 � O Cn � X w U) L . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 0 :0 :0 :0 :0 :0 :0 :0 :0 :0 :0 :0 :0 :0 :0 :0 :0 :0 :0 :0 :0 :0 :0 :0 :0 :0 :0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 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CO C U 'v 'm ' ; I� 'vN 'vI� m m v m co co O O 'O 'O O 'O 'O 'O O O o 'O 'o ' ' ' ' ' o'O O O O OO :Ov 'co ' O ' o O O 0 0cooo o o 10 .O :O 1 1 1 : :O :O :00 O O O No1 O LO co V 'O 'O 'O 'O ' O � O Ch co O L O ' O C14 '0 '00 'm 'O N ' '� 'N (1) U) � X w U) L . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 0 ;0 ;0 ;0 ;0 ;0 ;0 ;0 ;0 ;0 ;0 ;0 ;0 ;0 ;0 ;0 ;0 ;0 ;0 ;0 ;0 ;0 ;0 ;0 ;0 ;0 ;0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . o 0 . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w m U 75 Q 66 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N co CO N O � N COm � N 00 O NN O O O O 00 O O O ,' V O OOo O ;� O O .m i C C C C . . . . . . . . . . . . . . . . . . . . . . . . . . CO C U m ' °mm m � � m m - o 10 o No �o �oNo �o �o oI 00 O N O, O ,O CO O 0 '0 '0 '0 N , O � OO O LC) CO V M ;O ;N ;00 ;00 ;N ;Cl) ;00 ;1- U) � X W O U) L . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . 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W . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . O LU w w w w w 'w 'w w w w w w w 'w 'w w w w w w w w w w w w O . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W U 75 Q 66 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O ;N ;LO LO 'O .CO .0 0 N N m _ .0 _ ;0 ;0 .O .O _ N .0 ;N m N .0 N O ,O O 0 O O Ch O .- .- ,O 'I� p O O O � V O O O O O O O N O O O O O .0 .0 .0 O N m � 0 Cl) 0 m C6 i C C C C . . . . . . . . . . . . . . . . . . . . . . . . . . CO C U 00 ,00 ,00 , ,00 ,O ,N ;W ,W O O O :O ,Om ,O ,O ,O .0 ,O ,0 , ,O ,O ,0 ,O ,O ,O ,O ,O ,O ,W ,O ' ,p ,Lo ' I� 10 'O ,0 U) � X w U) L . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m o ;o ;o ;o ;o ;o ;o ;o ;o ;o ;o ;o ;o ;o ;o ;o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . o 0 . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w m U 75 Q 66 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 'o . . o o o o o �N N �� N m O N �_ �� N m N m m N �_ O I� O O O O Ch O O O � N O O O O co 00N O O OO O N O O O ;O O ;O O Ch N O O O O O 0 O O L N O O . . . . . . . . . . . . . . . . . . . . i C C C C . . . . . . . . . . . . . . . . . . . . . . . . . . CO C U 'v 'm co 'm co 'om O 'o 'O 'O 'O 'O 'O' ' ' N V O O O O vo 'o ' ;O :o o �o O V O 0 O 0 N O O � o N O �O ' o rn o 1 ) ' ' ' ' ' O 'O LO 00 CO co U) � X W O U) L . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . O LU w w w w w w w w w w w w w w w w w w w w w w w w w w O . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W U 75 Q 66 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . a' '00o 0 0' o m .O N ;� ;m N ,O .O � � Lq N N m O co O O Ch Cl)O N N ' N ;O i C C C C . . . . . . . . . . . . . . . . . . . . . . . . . . __ __ __ __ __ __ __ __ __ __ __ __ __+--+--+--+--+--+--+--+--+-- C U 'm 'm 'v 'm m ' O O Om N ' 'O ' ' 'O :O CO ' ' ' ' O O p O ' 'L 0 O O 0 N O O O O O :O O OO O LO O ' 'O 'O 'O 'V Ch 00 LO U) � X W O U) L . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . O LU w w w w 'w 'w w w w w w 'w 'w w w w w w w w w w 'w 'w w w O . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W U 75 Q 66 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 'o 0 m N N m N N 00m ;N O N .O 00 � O O O O O O O O .0 .0 Lo O O O O OO N O m .,o O O O Lq O i C C C C . . . . . . . . . . . . . . . . . . . . . . . . . . CO C U 'v 'm 'm C ,� ,� .p :O) .N OO O :O ,O ,O ,O ,O O ,O ,O ,O ,O ,O ,O ,O , O ,Lo N U) � X W O U) L . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL U . . . . . . . . . . . . . . . . . . . . . . . . . . O LU w w w w w w w w w w w w w w w w w w w 'w 'w 'w w w w w O . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W U 75 Q 66 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 'o o o o o o � ' � O � � � O 'Oh 'mN N N O Ch 05 ;O I� O O _ ' h O O O NO O �O O O O .0 c) 0 O O O O O m O O 0 O O O O . . . . . . . . . . . . . . . . . . . . N co O i C C C C . . . . . . . . . . . . . . . . . . . . . . . . . . CO C U 'v 'm 'v 'm 'm co 'm �o oIo �o Io �o �o �o o :o 'o 'o 'm 'o 'o o � 'o o orn o L o :o O O O O ; ;O ;O ; ;O ; ; ;O ;O ; ;O ;O ;O ;O ;O ; ; ;O ; 'N '0) 04 00 U) � X (10 W O U) L . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . 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LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . O LU w w w w w w w w w w w w w w w w w w w w w w 'w 'w w w O . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W U 75 Q 66 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ O 'O 'O 'O 'O 'O 'O O 'O 'O 'O O 'O O 'O 'O 'O O O 'O 'O O W CC7 .� O Cb N . N . N . N . N . N :N N N . N . N :N N co O 0 N 0 0 CO 0 V 9 . 0) N I- ; V .O O .ON h O . N O �W O h ; ON . . `- 1- 0 i C C C C . . . . . . . . . . . . . . . . . . . . . . . . . . CO C U O oNI o oo o ooo , ,o V � � ' ' ' 'p ' 'm CO L O O ,O N, V ,, , , , co O 'O 'O 'Ch 'CO 'I� .L m ICO ;0 ;( ;m U) � X w U) L . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . 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(0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 0 'o 'o o 'o 0 � coN00 O . O 00 J .� �m NLn O N 00 I m 0 o 'j- N Cl) O O O ,O ,O O O O O O Cl) O N N N �� I 00 O NN N N m CCJ CCJ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i C 0 U m co �m �m �m �m �v o �o �o �o �oo � N N O N N � O N O rND ; � O CO O ' 'N 0 0) 00 O O O O N 0 O O CC,�O O O r — CN I.- T) X w U) ..F...�...p...p...p...�...�...�...�...�...�...�...�...�...�...�...�...�...�...�...�...�...�...p...p...F.. . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . 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M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU . . . . . . . . . . . . . . . . . . . . . . . . . . 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(0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o 'o 'o 'o 'o 'o co . � o 'o , m mON OO O � N N N N O � N N O m 0O O 0 O 0 00 — V Cl) �C�h N O N O LO 00 O O O O C') O ,O O O :06 N co � i C O U co co co co co co co m �o1010 �o �o �o �o �o co N N NOO N r N OO 00 O 'O O O O 'C?;m �N '0 0 SO OLO 'OO O OO OO O O 00 O O Ln C CO �00 O r — X W W O U) ..F...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p ...�...F.. . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N N N N N N N N N N N N N N N N N N N N N N N N N N N H H H H H H H H H H H H H H H H H H H H H H H H H H H . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . O LU w w w w w 'w 'w w w w w w w w w w w w w w w w w w w w O . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W U 75 Q w 66 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o o 'o 'o o 'o 'o o 'o N �0 �O �r.- LO O V VO CN m 0 Cl) O ' V Ch .- O N .0 .0 N m O O O C) N O O 00 L V NO NO NO NO NO NO O .0 . . . . . . . . . . . . . . It . . 00 04 i C O U co co co co co co co co co m : o �o �o �o �o �o �o �oo �o � CO O O ' , , , LO, , ,O N O , q , '0p 'Co. O O � ' O O � XO O � O O ' O XX ' O N� 0O0 � 0NCO 10 CO 0 O O �I� �� �N �N �N Cl)S �� r — X W W O U) ..F...p...IN...IN...IN...IN...IN...IN...IN...IN...IN...IN...IN...IN...IN...IN...IN...IN...IN...IN...IN...IN...IN...IN...p...F.. . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N N N N N N N N N N N N N N N N N N N N N N N N N N N H H H H H H H H H H H H H H H H H H H H H H H H H H H N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . O LU w w w w w w w w 'w 'w w w w w w w w w w w w w w w w w O . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W U 75 Q w 66 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 'o CCJco O N N m .6? m p m �� N N N m N N N m O .0 .0 O O V O N O N r'- O O O O O � 1 0 O O L m ,O .L � Ch _ m .Lo .O N N N i C O U co co co co m No Lo o O O O o 'o o CO NN0 'OV OF O �O O N O O O VO m V .O p p p p p OO o ' CCJ 'O 'O 'V :O �CCJ �0 O O 0 N O �N r - X W W O U) ..F...p...IN...IN...IN...IN...IN...IN...IN...IN...IN...IN...IN...IN...IN...IN...IN...IN...IN...IN...IN...p p...IN...F.. . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . 04 04 04 04 . . . . . . . . . . . . . . . . . . . . . . . . . . o 'o ,o ,D N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL U . . . . . . . . . . . . . . . . . . . . . . . . . . O LU w w 'w 'w w w w w w 'w 'w w w w w w w w w w w w w w w w O . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W U 75 Q w 66 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .o .o .o .o .m .� Lc N �N �� �� �� N N N Ch CO N CLJ O N co � O O Ch �� O .0 .0 O O O V V ,O ,O ,O O O O O O N O N O O N [M- CI) O O ,CO CO i C O U m �o �o �o o o o �o � � N ; r'- ,0 ,O ; a ; , O ; ; m O N N 04 mn1 oo O O O O O N 0 O N O O O 0) O O N O O O OOONmO O O O 'co N 00 'O 'O 'O 'CSS �O SCO CO N SCO r — W . T) 0) X co W W O U) ..F...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...F.. . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . O LU w w 'w 'w w w w w w w w w 'w 'w w w w w w 'w 'w w w w w w O . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W U 75 Q w 66 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 'o 'o 'o . . 'o 'o 'o . o 'o 'o . . . . . . .m� co a) . N . N 04 LO m00 N N . . CLJ Cl) O O O N � O O m O O O O O O ,O V c m O O O O O O m _ m N CO .O 1-- N N r-� N LO i C 0 U m Ev 'cry 'v -,t 'm 'v 'm 'm n 'm 'v 'm 'm :O 'O 'O 'O 'O 'O 'O 'O 'O 'O 'O 'O 'o :o 'o 'o 'o 'o 'o 'o 'o 'o 'O 'O 'o 'O O ' 'p ' 'O O 'pV p p p p 'p 'p p �O O O O O O � O O O O LO r" 100 10 'l- O � OO � 00 � � ' � N ' ' � �O O O :NO O 'V C :06 O O r :06 Cl) V N - T) X w U) ..F...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...F.. . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . o 0 . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w m U 75 Q w 66 O N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' Co '.Om? 00 co00 00 N N F, 00 . cn O O O O OO ,O L2 ,O N ,O N I-- CO 00 .0) m Cl)� 0 .Lo .O N N r-� N i C O U m co 'v 'c 'v 'v 'c 'v 'c co :o � No .o .o NoNo �o o L : V O 'O O O O 'V '�_ ' O �O m 'O rD '1- O ' '4 O O O CO � :06 N X W W O U) ..F...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...F.. . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . O LU w w w w 'w 'w w w w w w w w w w w w w w w w w w w w w O . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W U 75 Q w 66 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C, 'o 'o om �0 �� N N N Ch 0 CO N rD 0 O co rD 00 O CO N N O O N V N O O 'V 'O 'O 'V O O :N 'O 'O 'V 'CO :r,� Ch O N O O O .0 .0 V 0 V .0 .0 .0 O O O O O N O N O .0 O Y O O O ,O N CO O i C O U m eco 'v eco eco eco eco eco o 'O 'O 'O 'O 'o 'O 'O' O CO O O h 'N ; O; Oc) O O O O O O CO � � N O0 � O � O O �O OO Lc) O 'Ln COQ �O SCO CO CO� N X W W O U) ..F...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...F.. . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 'N N N N N N N N N N N N N N N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . O LU w w w w 'w 'w w w w w w w w w w w w w w w w w w w w w O . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W U 75 Q w 66 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . 0 'o 'o . . . . . . . o 'o 'o . . . . . . . 0 � N V 00 N V � SCO 00 O :N :� N N N OO OO ON CO CO NNO O 00 O O CO O O LO O O m ,O . CA N � �,O .,Cl) N O O O O O O O O O O O O O O O LO .m CO .O . . . . . . . . . . . . . . . . . ,N 0) CO W V i C O U m 'O 'O 'O 'O 'O 'O 'O 'O 'O 'O 'O 'O 'O :coO c6 'o 'o 'o 'O 'O 'o 'o 'o 'O 'O 'o 'o I I I 'o :O coo O o Eo 'o 'o 'o 'o ;o 'o 'o 'o 'o 'o 'o 'o 'o ;o 'o 'o 'o 'o 'o 'o 'o o 'O O O 'L 'O rl- O O 'O O 'O O 1O O 'O O 1- CO CO rD r Ln CO 1 Ln r-mV :LVn O I- CO N 1 04 ' N _ N N co Ln :O N :06CO Ch :06 X W W O U) ..F...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...�...F.. . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N N N N N N N N N N N N N N N N N N N N N N N N N N N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . 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N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . o 0 . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w m U 75 Q w 66 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O 'O .0 O N NO NO oO OO OO O h ' N O N N N O Oo 0 Cl) Ch . N O F.- �O 1 O O O o ,O ,O ,O ,O N O ,O 0 _ 0) '004 _ N O co c0 .00 V i C 0 U m 'o o 'o 'o o oo o o M O O O o 'o I I I 'o 'o I I I I I I 'O I I I :o coo O ' ''I E 0 co o N'oO 1'oo o a) a)o oo O O 1 :O o N U) X w 0 U) ..F...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...�...�...�...�...P...p...F.. . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N N N N N N N N N N N N N N N N N N N N N N N N N N N N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . 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N N N N N N N N N N N N N N N N N N N N N N N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . O LU 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w O . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W U 75 Q w 66 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . S 04 o 'o 'o 'o 'o 'o 'o S � o CO N CO h . N . N N N N N N N CO CO Ch N CO W CO A 'CO O N O V N N O N N NN00 CO '' � O O CO. O O O O co i C O U m eco eco eco eco eco eco QC', eco �-,t _ ooooooo 'oOLn ' CO 0 oqC)'p 'p �0 'p 'p 'p 'p 'I� 'I� 'V 'CO 'O 'p 'p '� 'I� 'I� '0) 'CO 'N o � ;�o o O 0 0 04 1(010) CO C �� �N V �� CO, ,N SCO N X W W O U) ..F...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...F.. . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . U .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . O LU w w w w w w w w w w w w w w w w w w w w w w w w w w O . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W U 75 Q w 66 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' .oO o O .oO .OO .OO OCh m m O oo V O 0, co . Im- � A O O 1- 0) V m O .O N W O N N N _ Ch .O N ' O O Ch O O O O� .V N CO LO C`') N Lo i C C O U m 'm 'm 'm 'm 'm 'm 'm 'm 'v �o o o o o o �o �o �o o � 'I o ' ddda) d I� m ' _ ON OOOOOOO � CO � OOCO �� � , 'O 'O 'O 'O 'O 'Ln f— C V �N V �� , ) ,N SCO N — X m W W O .F. .p. .p. .p. .p. .p. .p. .p. .p. .p. .p. .p. .p. .p. .p. .p. .p. .p. .p. .p. .p. .p. .p. .p. .p. .F. . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . U .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 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W U 75 Q w 66 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 'o 'o 'o 'o 'o 'o 'o 0 N V ' N W O 00 V m N N N N O O O ,06O O O O CO O O Ln C3) N O N N C`') .N CO .o .0O m .o CO N .V N CO C`') N i C O U m �m �m �m �m �m �m �m m CO ' 'o 'O 'O 'O 'O 'O 'OO O co O CO o � � � ' ' 'o O N � O O N O OO O I- O V 'N 'O 'N C �V �N �V �� �m �N N X W W O U) ..F...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p p...p...p...F.. . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 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N .O Cto m .O m Ln m O .O .I� p O p O Lq O O O O O O O O O N VOC) O O ,O ,00 ,O N O O LCJ .O .O .O .O .V 00 CCJ 00 N N i C 0 U m �m �m �m �m �m �m �m �m 'O 'O ' O 'O 'O 'O 'O 'O 'O 'O 'N 'O V 'Cp 'V N N 'N N N N :O :N p �p 'O �- 'O 'O �- 'N 'O 'O 'LC7 'Ln '� 'N 'O O O O '� O O O i O O , 0 0 0 0 0 0 1 O 1 O N ; 0 0 0 LO 0 m 0 00 m O , O 'O 'O Cl)' 'O 'I� O C LC7 106 N N N M T) X w U) ..F...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...F.. . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . 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(0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o 'o o � o 'o 'o 0� � � OO p mOO O C) -'T N N O O O O O O O O O O O O Cl) N O O O ,o0,0 ,O ,o O c O O .V 00 ,CO 0 N N i C O U co co co co co co m CO � ' ' ' ' , ,I O � O 'O , N : N :O '� :O '- ,O 'N N ,O o � N N 'NO O O N p p O Ch O O O O O N ,p o O 70OO O O O O m m Ch O 'O 'Ch :O r C L 0 N N (M X W W O U) ..F...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...F.. . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL U . . . . . . . . . . . . . . . . . . . . . . . . . . O LU w w w 'w 'w w w w w w w w w w w w w w w w w w w w w w O . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W U 75 Q w 66 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o 'o 'o 00 N m O N m O ON N m N V .O .O _ N m .- N _ m m _ m N .0 .0 .0 O O O O O O ,O ,O O O O O N V :m O .0 .0 O N m V ,m i C O U m m m 'm 'm ' �a) 'O L � ' OCO O Ip � lo r- 1 O O 0 O O : 0 0 0 O;O 0 0 N M U) X co W W O U) ..F...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...F.. . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . 40- > > .> .> . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ...t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t........................................... F.. . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . O LU w w w w w w w w w w w w w w w w w w w w w w w w w w O . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W U 75 Q w 66 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 0 0 CO . . O . - N CO V Ch CO _ NO O Cl) N O � O N N N OO 00 , O 04 r O� N Ch i C O U m co �m �m ov ri o 'v :�O o o o o °' o �o o o v 'o (qIqq Lo O 04 LO N Ln 06 ,O N 'N O 'C� SCh SCO M T) X W W O U) ..F...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...F.. . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t..........................................•..................................• . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . O LU w w w w w 'w 'w w w w w w w w w w w 'w 'w 'w 'w w w w w w O . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W U 75 Q w 66 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 0 0 . '10 N :O O N O O N O O NO N N O ,N Cl) O ' O :O 'O 'O 'O 'C '_ O 'Cl)O 00 O O O N � O O .0 O .0 O O O O O .0 .0 .0 O .0 O N m 0 ,N h i C 0 U co co co m 'o 'o 'O 'O o coo O Eo 'o 'o 'o 'o 'o �o 'm 'o '0 �C 'N '"t 'o 'o 'm 'o '� �� 'N 'o 'o 'o '� �rn O i O O O m O O , 0 0 0 O O O O O O O O O O N 'N 'N ' �CO �O (M X w U) ..F...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...F.. . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t..........................................•..................................• . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU . . . . . . . . . . . . . . . . . . . . . . . . . . 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U) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . U) . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . O LU 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w O . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W U 75 a- LO m 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o o '0 'o V '0 o V 'o CO '0 'o V '0 o V 'o CO Coh ' 'o ' 'o ' ' 'o ' 'o ' ' ' O O O 'O 'O O O 'O O 'O O O 'O :m O E N Ch N N N O N N ON O � O N N N N NNN V O O O O O NO O - - O O OC OO .O OO O O CO O O N O . O LO LO 00 CO N CO .COph N Y C . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . m m O co O o 'O 'O 'O 'O 'O 'O 'O 'O 'O 'O w p� o 'o 'O 'O 'o 'o 'o 'O 'O 'o 'O 00 r N p 0 'O 'O 'Cb ;O 'O ;O 'O ;O ;O ;O 'O 'O 'Cb ;O 'O ;O 'O ;O ;O ;O ;O ;Ch ;V 4- 'O 'CO 'N 'O 'V '� 'CO 'N 'O 'V O CO 'O 'CO '� 'N 'O 'CO '0 'N ;C`') 06 � U 2 U) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . U) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . 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W U 75 a- LO m 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C� 10 o o ooo o oo o 'o �Cfl V . V :Ch :Ch V O .0 O C? O .O O O O O CO O O O O . qO ON O 0 0 0 0 0 . .. . . .", OO Ln O O N .00 V co V N V . . . . . . . . . . . . . . . . . . . . . . . . . . C . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . U m . . . . . . . . . . . . . . . . . . . . . . . . . . m O m p> ' 'L o 'o ' ' 'o ''o o o ''o o O O O O 'o No COE '00) co Ch �Vm O �NO �O �O �O 0co 4- NO o o ' , ) L � 0 0 f� O �O , �� . ', O OOO 4 0) 0) N 0 O CO CO :OC) O 'CO 'O 'O 'CO 'CO 'O :O O � O1 � � U 2 ..F . .. ..P NNP . 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N ..t•••t•••t...b...b...b...b...b...b...b...b...b...b...b...b...b...b...b•••F...F...F...F...F...F...F...F.• . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . O LU w w w w w w w w w w w w w w w w w w w w w 'w 'w w w w O . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W U 75 a- LO m 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O o 'o 'o ONN CO 'O 'O 'O 'O O . . O '.O OOOO O O O Ch Lo m N O O NN OA N N N O O O O O O O ,O ,OC O O N O 00 N co N .O .O .O O O .O .O 0 CIO Lq 'O 'O Ch L O� V CO 0 L N CO co 00Y C . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . m m O ,m �m �m �m �m �m �m �m o O O �O O �O �O �O O o �O �O O 0 OC) � � Lq ' ' ' p 'OOO0 ' p p p O O O co p pv ' O O O CO Cn O Cn O O ' IO O O V O O Cl) O O' O '4- O CO CO CO N CO Cb Cl) CO Cb O CO I 'CO 0) CC00 ' 04 ' O I. �O 1 0) 'CC) I IS co :Cb m ,V ,N ,N ,O ,N ,LO � U 2 ....P ..P ..p...p....p ..p NNNN ..NN...p...N...NN NNNN ..NN NNNN ..NN NNNN ..:...:...:...:...:...:...:...:...F.. U) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . U) m o :o :o NO NO . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i 4 . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t...b...b...b...b...b...b...b...b...b...b...b...b...b...b...b•••F...F...F...F...F...F...F...F.• . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . 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U . . . . . . . . . . . . . . . . . . . . . . . . . . m m O co co co co co co co p� ' oo 'o o 'o 'o 'o 'o co 4- o :o 'o '0 0 0 'C) Iq� '� 'm '0 '0 O O O ,o 'o 'O 'o 'o 'o 'o O O 'o O O O O O O 'GLIS O O N , 0 0 0 0 0 0 0 0 O O C 'O 'LO r-I N '� 'N00 'O N ,N ,N , O O O1 � � U 2 i ..F... ... .....P...p...p...p...p...p...p...p...p...p...p...p...p...p...p...:...:...:...:...:...:...:...F.. U) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . U) i 4 N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . 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LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . O LU w w w w 'w 'w w w w w 'w 'w w w w w 'w 'w 'w w w 'w 'w 'w w w O . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W U 75 w LO m 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m m 'm 'm 'm m 'v m U) O .O .O .O ..OO .ON N O .oO ON .O(1) . ' ' O .O O N O co m O NNNN . O : O O � m OC O O N O O O0-0 OO ,O ,O ,O O O O 0O O O O O ON � �m _ V N LO O Ln ;N ;N ;N ;N ;(O ;Ch . . . . . . . . . . . . . . . . . . . . . . . . . . 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Cl? . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ...t•••t•••t•••t•••t•••t•••t....................................•••................................F..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU . . . . . . . . . . . . . . . . . . . . . . . . . . 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U m . . . . . . . . . . . . . . . . . . . . . . . . . . m O m O Cl) 'o 'o 'o 'o 'o 'o 'o o P o '� 'O 'O 'O 'o 'O 'O 'O :O 0 0) co So 00) i :O ;Cl) , O O 040) O ' 'O 'O 'O 'O 'O 'O 'O 'ON 'O 'O 'O 'O 'O 'O 'O :V O O ,CO r-IN ,O ,O �N �N SCh :06 r � m U W ' 2 ..F... ...p .pp...p...p...p...p...p...p...p...p...p...p...p...p...p...:...:...:...:...:...:...:...F.. U) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . U) . . . . . . . . . . . . . . . . . . . . . . . . . . O (1) N N N N N N N N N N N N N N N N N N N N N N N N N N N . . . . . . . . . . . . . . . . . . . . . . . . . . 4 . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t....................................•••................................F..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . O LU w w 'w 'w 'w w w w 'w 'w w w w w w w 'w 'w w w w 'w 'w 'w 'w 'w O . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W U 75 a- LO m 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . 'O ''O ''O ''O 'O ''O � O oOOO O O O N N N ' ' OO N .O O C— ' .OO � C N m O O � N ,O ,O ,O O O O 0O O O O O O( _ ' coCO I" O 'Ln CO Y C . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . m m O O ' o'o 'o 'o 'o 'o 'oo co .o i CO N 'CO �C 'CO ,O N 'CO 'CO '� 'I� 'CO O 'CO 'N '� 'oo 00 ; ' ' ' 0000 rD O O m �O � ' NCOO O O N N 00 CO r � (10 U W 2 i ..F... ... .....P...p...p...p...p...p...p...p...p...p...p...p...p...p...p...:...:...:...:...:...:...:...F.. 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U m . . . . . . . . . . . . . . . . . . . . . . . . . . m O m o �oo'o 'o 'o 'o 'o ' oo -o OOOO O O NoOpmCO � � o � � o o o o a) 04 � 'o o o o o 'o o O co 0 N � p � ;o �N4 .O ACV ACV co .06 ..p �� r m U W ' 2 ..F... ... ...pp...p...p...p...p...p...p...p...p...p...p...p...p...p...:...:...:...:...:...:...:...F.. U) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . U) . . . . . . . . . . . . . . . . . . . . . . . . . . O (1) N N N N N N N N N N N N N N N N N N N N N N N . . . . . . . . . . . . . . . . . . . . . . . . . . 4 . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t....................................•••................................F..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . O LU w w w w w w w w w w w w w w w w w w w w w w w w w w O . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W U 75 a- LO m 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � 00 CO �m AO � m rD O .0E CIO � � V N , N , N . N N N N O m OOO O O . . . O O O C O O NO � co CO O O O O O O O O O . .OO N g N O .0_ CO 0�,0) CO N N CO N CO . . . . . . . . . . . . . . . . . . . . . . . . . . C . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . U m . . . . . . . . . . . . . . . . . . . . . . . . . . m O co m O 'O 'O 'O 'O 'O 'O 'O 'O 'O 'O 'O :O 'CV No 'O 'O 'O 'O 'O 'O 'OI I INo 'O 'O :O ' ' ' ' ' ' ' ' ' ' ' '`- � :CO LO O C? O C? 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N ..t•••t•••t•••t•••t•••t•••t....................................•••................................F..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . OLU 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w O . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W U 75 a- LO m 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � � O O O O OOOp CO N � 00 00 N N N N N N V C O O O O O O O O N O O N � O O O O .O .co O N ;0 O N O O O D .CO LqO CO .O .V O) CO N N CO N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . U m . . . . . . . . . . . . . . . . . . . . . . . . . . m O m O 'o ' ' 'O 'o 'o ' No 'oo 'o 'o o P O O O N O ' ' ' ; ' ' p O p p O N LO O O p ;' ' O ;O ;O ;O ;O O 4— O V O O O 0 O � O O ;0 ;O ;O O O LO CO N O LO M N r � m U W 2 ..F... ...p ...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...:...:...:...:...:...:...:...F.. U) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . U) . . . . . . . . . . . . . . . . . . . . . . . . . . O 4 N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t....................................•••................................F..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . O LU w w 'w 'w 'w 'w w w w w 'w 'w 'w 'w w w w w w w 'w 'w w 'w 'w w O . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W m U 75 a- LO m 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O ''O ''O 'O OOO � O m O CIO 00 0 N C O O O O O O N NO 0 O O O O O O O O N ,O N , O O N O O D O V Y C . . . . . . . . . . . . . . . . . . . . . . . . . . CO . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . m m O 'O 'O 10 'O 'O 'O 'O 'OI I I I 1 N co O N N ,O m ; N , N , N : N ,O ,N ; N ,- ,- ,O ; N : N ,N O ,W ,V ,O ,O W V 4— O :O O '0 'N 'N O O O O 'q 'q O 'C 'N 'N O O '� `_ '� ,m '� 'L(j 'O ALO CV �� : O O O O O O N O ;� O O co' Cl) Cl)� �� r � m U W 2 i ..F... ... .....P...p...p...p...p...p...p...p...p...p...p...p...p...p...:...:...:...:...:...:...:...:...F.. U) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . U) m o :o :o :o :o :o :o :o :o :o :o :o :o :o :o :o :o :o :o :o :o :o :o :o :o :o :o i 4 N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . 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(0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m o oo_ o 'o_ 'o . . . . . . . o 'o 'o(1) .O .CVh NE O co 1-- ON N N O O O O O O OC O O O O O O O O O O O O O O .OO . O N O CO O CO p CO N N CO N CO . . . . . . . . . . . . . . . . . . . . . . . . . . C . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . U m . . . . . . . . . . . . . . . . . . . . . . . . . . m O m : co o O OOOOO O O OOO O O oco p> o Op ' ' ' ' ' ' Op O N p p p p p 4 i O O p p 'O O 'O 'N 'O O p p '40 p p p 'O co 'O O p p '40 p p p :O 0 :0 'Ln CO' 'Ln 'Ln 'Ln 'O 'V 'CCJ 'Ln : - :CO 'CO '� 'Ln '� �� 'CO '� CD :06 �� :06 C'] �O �� �N �O �Ln �m �N co N � m U 2 ..F...p...p...1p...p...p...p...p...p...p...p...p...p...p...:...:...:...:...:...:...:....p...;...;...;...F.. 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U) N N N N N N N N N N N N N N N N N N N N N N N N N N N i 4 N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ...t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU . . . . . . . . . . . . . . . . . . . . . . . . . . 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U m . . . . . . . . . . . . . . . . . . . . . . . . . . m O m o oo O OOO O o o o o oo oo o o oo m LO 04 ' '00 O O p p - LO Cl)Ch O :CO CO C70 LO O CO O CO O O 'NCh ;(O N m U 2 ..F... ...p .pp...p...p...p...p...p...p...p...p...p...p...p...p...p...:...:...:...:...:...:...:...F.. U) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . U) . . . . . . . . . . . . . . . . . . . . . . . . . . 0 N N N N N N N N N N N N N N N N N N N N N N N N N N N . . . . . . . . . . . . . . . . . . . . . . . . . . 4 . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 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(0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m 'v m 'm '� m 'm a) o' o o' 1?' o o o N N O N N mLn Ln 0 O O O O .,C.6C O .O O O COVO O COV O O OO O O O O O O O OO . .O , CO ) O co O CJ . . . . . . . . . . . . . . . . . . . . . . . . . . C . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . U m . . . . . . . . . . . . . . . . . . . . . . . . . . m O m co o :o 'o 'O 'O 'O 'O 'O 'O 'O 'O 'O L O :O .o 10 No 1O 1O 10 10 No 1O 1O :m co ' ' Co ' 'O p O O 00 O p p O p p O Ch p Ch 0 00 :O ''j- LO O 'Ch �O 'O 'V 'O (M O Ch L N O Cl)SSCh O N m U W ' 2 ..F... ...p ...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...:...:...:...:...:...:...:...F.. U) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . U) . . . . . . . . . . . . . . . . . . . . . . . . . . O O N N N N N N N N N N N N N N N N N N N N N N N N N N N . . . . . . . . . . . . . . . . . . . . . . . . . . 4 . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ...t•••t•••t•••t•••t•••t•••t....................................•••................................F..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . O LU w w w w w w w w w w w w w w w w w w w w w w w w w w O . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W U 75 a- LO m 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O o 'o � o 'o 'o . . . . . o 'o 'o. . � . 00 00 N N N N N N V V N . .N OO OV N ' O O coO O O C O O O O O O O O O O O .OO . O, O D 0) ,O N O CCJ W . . . . . . . . . . . . . . . . . . . . . . . . . . C . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . U m . . . . . . . . . . . . . . . . . . . . . . . . . . m coco O m O 'O 'O 'O 'O 'O 'O 'O 'O 'O 'O 'O 'O 'O 'o P) 'o 'o 'o 'o 'o 'o co 4- LqO ' ' 'O 'p 'p 'p 'p 'p 'p p 'O 'O 'p 'O 'O i 1 1 N I I o 1 1 'O O ' p 7 o 4- N ;O O O Ln 1O 'Ch 'O 'V 'Co 'O 'O O O 'Cb 'O ' O :O LO i O ;OO O N Ch CO O OO N Cl) O O 'N N 'O 'V 'N co '00 m U W ' 2 ..F... ...p .pp...p...p...p...p...p...p...p...p...p...p...p...p...p...:...:...:...:...:...:...:...F.. U) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . U) . . . . . . . . . . . . . . . . . . . . . . . . . . O N N N N N N N N N N N N N N N N N N N N N N N N 4 N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ...t•••t•••t•••t•••t•••t•••t....................................•••................................F..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . O LU 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w O . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W U 75 a- LO m 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O (o .Loo 'o 'o 'o o' o C N m coE Lo N V V N .O .O .O .O m Ch .O ,O .O Ch I� V O C O O N O O o6 N o O LO �_ N O N N N ON N O N D N O O O ,N coCO N coN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . U m . . . . . . . . . . . . . . . . . . . . . . . . . . m O m O ''o 'o 'o 'o oo O O O O O O ' LO rD O O N4 O ' ,O CO0 OCO CO N m U W ' 2 ..F... ...p ...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...:...:...:...:...:...:...:...F.. U) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . U) . . . . . . . . . . . . . . . . . . . . . . . . . . O .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 J ,J 4 N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . O LU 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w O . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W U 75 w LO m 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (1) o' o 'o 'o' o 'o CE O m m N O Ch O (nN .O .O .O .O N m 0 'o :00 :00 V N � C N N O O I� N L O O LO N V Ch O N N 0) V Ch O N N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 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U . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w m U 75 w LO m 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CpO O O O o 'o I?O :p O N N N d) ,p p .O p Lo N CO O N D N O Cb V O N O N LO O NCO O :N Ch :N co :N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . U m . . . . . . . . . . . . . . . . . . . . . . . . . . m O m ' 'o 'o 'o 'o oo 04 O O O O O O co 10 �Ooo :10 ,O ,O O CO 'O ' N Op ' ':�V , , N O :O :O O N : LO N'0 Cp CO VCb N N m U 2 ..F... ...p ...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...:...:...:...:...:...:...:...F.. U) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . U) . . . . . . . . . . . . . . . . . . . . . . . . . . 0 0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . 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U m . . . . . . . . . . . . . . . . . . . . . . . . . . m O m ' 'o ' ' ' ' o co P) 'o 'o o 'o o 'o o 'o o O 'N O - 'O N p 'm '.O VO .O O O NO CO. LO N O O O O O O O O � O O : N : O LO 0) . O 7 �O- p 00 N N LO N m U 2 ..F... ...p ...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...:...:...:...:...:...:...:...F.. U) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . U) . . . . . . . . . . . . . . . . . . . . . . . . . . 0 m > :> :> :> :> :> :> :> :> :> :> :> :> :> :> :> :> :> :> :> :> :> :> :> :> :> :> . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . 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'' ' 'O O 'N � I NN 'CO :`O '- 'Ch CO O N r- O � � O O O O 0 O O `- `- O O 'O .- 'O 'O 'N :O 4 i 0) ;O O :N ' O O :O : : : : :O :O :O :O O O : : O : ,0 ,00 N ,O ,O O O N N V M � m U 2 ..F... ...p .pp...p...p...p...p...p...p...p...p...p...p...p...p...p...:...:...:...:...:...:...:...F.. U) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . U) . . . . . . . . . . . . . . . . . . . . . . . . . . 0 > :> :> :> :> :> :> :> :> :> :> :> :> :> :> :> :> :> :> :> :> :> :> :> :> :> . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . 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N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . o 0 . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w m U 75 a- LO m 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . LO .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . OCC 'mo m m0 m0 0 'mo m0 � � m0 ''oo E N N N N N N N N ,O N ,mN' ,O -,tO O O O O O . m O O O O O O O V I) CO ._ rnN LO ,Lq O O O O O O O CO O O OO . 00 � . CO . . . . . . (o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . U m . . . . . . . . . . . . . . . . . . . . . . . . . . m O m O o o' o 'o 'o' o 'o 'o� co � P) O:O 'O No No 'O 'O 'OI I I 1 'N co i . . ' N N : Nm N :V 'm , N :- :N 'O 'N , N :L '0 'O 'O � O 0 0 O 0 0 O O O O O O m O O O V m L O O O V O 4 Om LOO O O O O CO O O O 'm 'V '� eco (M (10 U W ' 2 ..F... ... .....p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...:...:...:...:...:...:...:...F.. 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'O 'O 'O 'O O 'O 'O 'O O O 'O O O O 'O o E Ln O O m N m N N O N ,O m N N N O O O Ch N C ,V O O O O 00 �_ ,O .0 O0 O O O � O 00 �_ O O Oo .0 .0 .0 O Ll� Y C . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . m m O co ' ''ACV X: o ' '0O 'O 'O 'O 'O 'O 'O O O O 'O oo 'O ' oOOOOOOO � v a� °� °) °) � ° ' 6 4- :o 'O00V O Oo 0 0 ri ' 0O :0O :mO o O o m 0 0 - O O C) �0 1- O O C):0 m01O :N1� 1� : CO N � � Cl) L 1 N V0 CO � 1 co O �� M QJ m U 2 i ..F... ... .....P...p...p...p...p...p...p...p...p...p...p...p...p...p...p...:...:...:...:...:...:...:...F.. U) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . 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U m . . . . . . . . . . . . . . . . . . . . . . . . . . m O m ' 1 co �o 1010101O �O �1o �'o �'o� , :o P) O O ;O ;O ;O ;OOO O O O N �N Ch I` O � O p ; � 4— O p N � O 1O 1O 1O 1O O O O O O O O Ch O O `- O , A 'O 'O ' 'O , O O O O O, ' , ,O p 1 O pO 'N '� 1 , ' 'p 1O � LI? Lr) 0 Lr) :01 6 :C9 (M O � m U W ' 2 ..F...p...p...1p...p...p...p...p...p...p...p...p...p...:...:...:...:...:...:...:...:...:...:...:...:...F.. U) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . U) . . . . . . . . . . . . . . . . . . . . . . . . . . O m 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm o :o :o :o :o :o :o :o :o :o :o :o :o :o :o :o :o :o :o :o :o :o :o :o :o :o :o . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . Cl? . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . 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U m . . . . . . . . . . . . . . . . . . . . . . . . . . m O m , ' o ' '' 'o ' '' 'o o o o o o o 'o P) o 1Io : No .OOOO .O .O co 4- , m , NO O o o O 0 mN ppoop p p O `- ,o ,0 , ,0 , , ,N 1- 0 06 o :O (M m U 2 ..F...p...p...1p...p...p...p...p...p...p...p...p...p...p...p...p...p...:...:...:...:...:...:...:...:...F.. U) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . U) . . . . . . . . . . . . . . . . . . . . . . . . . . 0 m 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm o :0 :0 :0 :0 :0 :0 :0 :0 :0 :0 :0 :0 :0 :0 :0 :0 :0 :0 :0 :0 :0 :0 :0 :0 :0 :0 . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . Cl? . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU . . . . . . . . . . . . . . . . . . . . . . . . . . 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U m . . . . . . . . . . . . . . . . . . . . . . . . . . m O m o oo o o co P) o 'o No 'o 'oI I I I I_ CO 04 0 CN) ' � ' O h O O`- O 0 O O O C OO 'N O O O O , O N, N �OO � � O 00 m U 2 ..F... ... .....p...p...p...p...p...p...p...p...p...p...p...p...p...p...:...:...:...:...:...:...:...:...F.. U) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . U) . . . . . . . . . . . . . . . . . . . . . . . . . . O m 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm o :o :o :o :o :o :o :o :o :o :o :o :o :o :o :o :o :o :o :o :o :o :o :o :o :o :o . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . o O . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w m U 75 a- LO m 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (1) O O O N N N N N N N CO O N N N O 0 O N C O O p O O p O O O O �- O O O p O O O O O �- O O O C O O o O O ;o .0 .0 .0 .0 .0 O O O O O O O O O .0 .0 .0CO O N N N . . . . . . . . . . . . . . . . . . . . . . . . . . C . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . U m . . . . . . . . . . . . . . . . . . . . . . . . . . m O m co O 'o o 1O1O1O �O �O O ' ' O O 'O �'OV ' 'O P) O ;O ;O ;OOo No ONo o 10 ; N 'N 'O 'V L N 0 O � O O O O O O O p O 'p 'p 'p p O O Ch 0 O O N O O O O O4 ' ' O O O C6 0N O0 04 N � 04 �O V V CO m U W ' 2 ..F... ...p ...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...:...:...:...:...:...:...:...F.. U) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . U) . . . . . . . . . . . . . . . . . . . . . . . . . . O m 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm ;m ;m ;m ;m o :o :o :o :o :o :o :o :o :o :o :o :o :o :o :o :o :o :o :o :o :o :o ,U ,U ,U ,U) . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t....................................•••................................F..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . O LU w w w w w w w w w w w w w w w w w w w w w w w w w w O . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W U 75 a- LO m 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . co .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O O 0 .o .0 .0 . 0 �0 E 00 N .0 LO N :- N :g N O 'mOO .N m (n (o 0 0O O O O O O O OCO N O OO VO 0O O O O 0N .0 N O O N CO . . . . . . . . . . . . . . . . . . . . . . . . . . C . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . U m . . . . . . . . . . . . . . . . . . . . . . . . . . m O m Op> ' '� 'o No 'o 'o ' 'o o o OOO O Oo o :o `— � � 'N N co O N N O O O O O 00 O O O 00 O OO OO O0O O O 0 0 0 N :00 'N 'Ln 'm 'co 'm CO m U W ' 2 ..F... ... .....p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...:...:...:...:...:...:...:...F.. U) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . U) . . . . . . . . . . . . . . . . . . . . . . . . . . O m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t....................................•••................................F..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . O LU w w w w w 'w 'w w w w w w w w w w w w w w w w 'w 'w 'w 'w O . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W U 75 w LO m 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m O _ :o :m _ o 0 0 E m N N ,- ,O ,V O N 0 O cj m L O O 'V V , N V : N V : N N C O L 00 O O O ,O ,O ,O m O N m O m O O O O O :O V , O ( O CO O N . . . . . . . . . . . . . . . . . . . . . . . . . . C . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . U m . . . . . . . . . . . . . . . . . . . . . . . . . . m O m ' ' ' , , , co , ,o SO � �o �o �o �o oo O O OOONoO ' ; ; ; ; c i V co N m N m "- : . ;", O -'T N N N N N N N V O _ � :06 ' O4- - O O � O V ,N ,O ,O ,W V O , 0) O O LC? O m U 2 ..F...p...p...1p...p...p...p...p...p...p...p...1p...1p...:...:...:...:...:...:...:...:...:...:...:...:...F.. U) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . U) . . . . . . . . . . . . . . . . . . . . . . . . . . 0 m m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . Cl? . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t....................................•••................................F..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . o 0 . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w m U 75 a- LO m 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m V m O O O O o 0 0 m O N m .O m N N m N .O`- .O N .O _ N .O m .- N O p .O `- `- `- O O .O O O I� .O `- `- C O O p p O 'm 'j- � C O co (o ,O .6 NO O O O ;O O L � O O ,O ,O ,O ,O ,m O Ch LO CO O O Y C . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . m m O 'm pv m m o o 'o NoN00 co I � �o t : v o v o o v � � ;� 044- rno o ooo � i O O O O O o ;o � Lo �0 oo0 .o O I 11- .o 'N 'co 'V 'N m U W 2 ... ... ... ... ... .....p...p...p...p...p...p...p...p...p...p...p... p...;...;...;...;...;...;...;... F.. U) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . 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N ..t•••t•••t•••t•••t•••t•••t...b...b...b...b...b...b...b...b...b...b..•b...b...F...F...F...F...F...F...F.• . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . O LU w w w 'w 'w w w w w w w 'w w w w w 'w w w w w 'w w w w w O . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W U 75 a- LO m 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O o ;o o 'o o 'o 'o 'o . 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O Q Q O O U U U o 0 0 0 O o m0 0 0 s_ O u7 a j( j n u7 m c+� N c O I N 16n] N N c O O O O I r I c0 O O Of -O F-- a to to c F-- o c O I I +-• I I L 1 1 Lo O 1 o) 1 o) 4m fV Lo m M c6 N O I r I p N N N O O co s- r O 1 0 1 0 O r 61 Of rl-4 wa o �o �o c wa o c O ---- ---- N1 1 CO O >u7 00 '� 'N M >u7 N 1 1 N of 2 O 1 r 1 7 t0 o)2 D1 1 D 0 U LL LL p I p I p c LL LL P) 1 1 _ cD c0 O O 'N '7 w O 1�f1 � c O '7 'N N c 61 Of N LL~ O O �• 1 1 1 1 O1 N_ 1�_ N co I r O 1 0 1 0 O r O Of O cli xa o �o �o c x a o c U) 1 1 2 ----�----�---- ° ---- O 1 1 �p — O 16] Ir O N p > O 1N 1m N .�r N . ME (� LL O 1 O 1 r clj LL >> 1 1 1 1 s- a Im Im rn rn O ' 'n M N N N O 'O 'O O co O O ty �vj 1 1 1 1 O I m I N lfl 1N O 1� Ir n n N OU i°' �° OU cri c Nr cO ' 1 1 r+ ---- G a O O I r IN Mui N W O C O O 'p '� w C O m M y;a Q z O �p �m M 0 Z 7 a ' o O N �••' (D O 'O ' N �"� C� O O O I n 1 6] c0 O O U) 0 0 O ;r ;If7 n �L+ 0 O Of Q O 1 0 1 0 O r r > U 1 1 o •• o .. .. .. V 7 W ° o o) c . ` . a r °o) o m ui r Iu ° o o a o m E U 2 > ~ U O ~ U LO r vi 7 N c0 N N p •7 •N c0 Co Cl) 0 0 'mm 'CDN Oc0 0 DAN Of N 75; Lo Iq r r M N N LO 1 1 O i i O N 1 1 N O z Z 1 1 1 1 Q ---- ---- ---- 1 1 N O 1 6] 1 0 W O O 7 O 1 1 n 7 N N N 2 O � c`') I-- 2 U O ' t o U cn m a o �o �o c a o c O 1 1 m iM O O �_ m M W 0 U p 1 N 1 Lq U m M 100 1N 7 � e N Lo Lo O O 'n In p u u'1 C F r r M F N N CC ---- ----�---- ---- N I N 1 co O N m M O 0 N Lq W O m M o 100 1N 7 Lo �� O Lo Lo u7 ZM Z 1 r 1 N N .............. .... � N N O U o 0 m o o � m m Co OLq Op j m LO j rn o F N N N O cD W cD c0 a i iv, u� n � � a L 1 1 in u7 O 1 6] 1 6] O] in LoCo N N C6 N O 'r 'O N N N cD c0 4 wa o �o �o c wa o c O ---- ---- 1 1 a)47 O I N 1 0 N u7 .>-. OJ� O I r '7 IOfI OJ� (O U LLLL LLLL P) 1 1 _ a Ir 1cn n _ 0 0 2 O m 0 'rn 'o rnO m 0 C �o o 'm '� o o Co Co LL o '0 ' c.i 1 1 L 0 1 0 1 0 O L W W O wLL a o �o �o c wLL a a c U) 1 1 0 Cp O ICD I n Cl) a)p > r O 1 1(D O ME (� LL L 1 0 1 N LL 1 I r LL 1 1 1 1 s- a Im Im rn rn O ' 'n Cl) N N N >1 W O 'O -c O co O O �y 75 �vj 1 1 1 1 v v Co I N lfl N Co Cl) CD CN O 1 N 1 r O] O M 0 N O OU o �� �v cmc N N U M ri m O ' = 1 r 75 r CO LLI O x a 'o 'Co m O � 0 u u� W 0 z a 'o 'm Cl) O z vi m U r � � r 0 N �"� 0 0 l Co lo) N 0 CND cli W _ 1 1 r U L 0 O 1 1 n 0 O O C > U O ;o ;O o U U 0 O U 7 -0 T ui W r °o) o m lC `o o += m 0-1 o Um = U = ~ m Co O ~ M M m co N N N N �N m Cl) N cD c0 O D� 'NO O]u! O DAN Of N 75; ,C(D ClU LoI r r M N N LO 1 1 O i i O N 1 1 N O z Z 1 1 1 1 Q ---- ---- ---- CN 1 C 7 O M 7 ON N N 2 O � mw 2 U o ' 1 o U cn m a o �o �o c a o c O o 1 1 o 0 U p ImMp I1ON(o IO m CD O U m M m o Ion 'Zn mn m Lo D Lm CD M c u� 1f1 C F r r M F N N C N 1 cD 1 0 c0 N m M 2 O O �M ( cn �CD O O m Mci O lOn 1�0 n O SCD �cp ym O n cD M m u7 u7 2 ZM Z I r 1 N N .............. .... 2 O Q Q O O U U U o 0 0 0 O o 0 0 0 s_ F O I co I(oLL? F N N I I a I� Iv m " nD n ..J a I I a L 1 1 in Lo O 17 In in Lo N N C6 N O 1 0 1 0 N N N cD c0 s— x O 10 10 O x 4 wn n a o �o �o c wa o c O C ----Ir----Ir---- ---- 2 1 1 O > n oo '� '� M > n N Ir 1 N 1 7 t0 OJ r, ILd LL a P) 1 1 _ O 1 n 1 co 1f1 _ O O F O '7 'N N co co d O •O • N d~ O O 2 1 1 O �_ N o) M I r O 1 0 1 0 O r co W O wa a o �o �o c wa a a c U) N 1 1 N O 1 1 � — O 16J Ir O p >p O IN Im N .fir N . Ma IL O I O I r fV LL 1 1 1 1 s— O 1 ID 1 n M O w O •40— • M N N >1 O 'o. O'O O co O O ty 75; a �o �o c O c �vj 1 1 v v N O I m 1 0 M m Cl) O O 1N 10 D w N 0 '�^' 1 1� N O (D t0 N ^ O I r 1 r ---- --------- c - O ' G c 0 O 1 m 1 u"1 w1 ui W 0 O O •W •N O X I�f7 w _ y;a o z O CD m O 0 Z cD c0 (O V O I u') 1 O O Ifl ui ' o O C7 0 'o 'rn o V O m a O 1 cD 1 If7 N O O p O o �r n n r n (1) O O I O I O C r r > U 1 1 o •• o .. .. .. V 75 W ' c `o a r o0 o m W r_ a -O 'o o a o U m E U 2 > ~ = co OLO r ~ M M co N n n p 'v 'w � In 'p In 0 00 '<D7 'NO O]u'! 0 u7 co 'o Loch C U p .� .cOD M U N .p N G M N N LO 1 1 1 O i i O i N 1 1 N 1 O z 1 1 Z 1 1 1 1 CD 1 1 1 N 1 1 1 ID 04 v o ;o ;cev v m °' 2 O cl) m 2 U o 1 I p U n 1 c a o o -oo ----Ir----Ir---- --oo ----Ir--- - N �_ 1 CD 1 0 w N �_ O 1 O 0 p �M :C(D O C N :p N 'on 'nO mn m on° Ia c°' M p M C 1 1 1 C N 1 O 1 0 c0 N O 1 O O p In 1u7 N O 1 U O 1 C`') 1 CD O UCO N 1 N O o0 co n 1�o M n O O6] 1 ocn CD M Z ' ' .. M Z N...'.... N C .. ! .. ! ' � N N O U o 0 m o 0 0) m m co M u7 M 'O LO M I� I� I OI I LO 2 c cND. I O cN0 LL I I I L 1 1 1 U1 Lo O 1 7 I n V1 u7 u"1 1 0 LO m N O 'o 'o N N N ce)N 'O N co s— r2 O 'O 'O O r 2 rl-4 wa o �o �o c wa O ---- ----�---- LO 1 1 1 �u7 O IN 10 N u7 1 CO ?N 52 O ' '7 IOfI OJ� ' DLL (� U LL 1 1 LL 1 1 1 1 _ a I IM co _ n Io n 2 o c9 0 'rn 'o rn O m I 2c O '(`') 'I� O 2 O LL o c.i 1 1 1 iID N r2 a o r2 'o m O wLL a o �o �o c wLL D 1 —— — —�----�---- ----�---- 0 �_ 1 1 1 CD O ICD I n M a)p — 1 > O IN 16] N .�r 1 'OJT O 'co 'O O ME ' LL 1 1— cli LL 1 r----r---- ----r---- 1 1 1 s— O 1 O I n M co 1 co O O O D N N N N -o O co O ' O (y 75 a �o :O c O c (vj 1 1 1 1 1 1 O 1 1 0 M co 1 M N O 1 N N 1 0 Lo 1 u7 N O CD CN OU o '� '� N r U 1 m O 1 1 1 -O N d '� ' N ' r_1 1 1 1 75 r1 1 1 ui 0N O 1 m 1 In Wui 0 1 0O o 'oo IN o O O rn rn (10V 0 z O o O O Z N N U O W O 1 CD 1 7 O L CD I co W Oa 7 O o ' 'Lo N r N O U"' CN m mn U) O L 0 O ' 'Ifl n N r 0 0 /1 N O O O O 0 Q V N > c N U 1 1 O .. .. .............. . ... . 75 W d c c `o a m c o ° m m U = ~ co O LL ~ ULO = O o i 2 1 1 1 1 cli ;I.C) m nn N 0 .O .m M N LO .O Lo N p p N O p O O O ,p O u7m '� u'iM C n N N �n „O ' N LO 1 1 1 O i i O i N , , N , O z Z 1 1 1 1 1 1 N 1 1 1 N 1 1 1 � O 1 0 1 N m d 6] 1 CNv ap ,00 ,O0 Oo cc', v v m , M 'coo co x ' U 1 I m M6 1 Cj M 0 1 O ----�----�---- 720 ----�---- N �_ 1 1 N O 1 O O O 1 0 1 6] O] O — 10 U 0 1 0 I N N U N I p N i N p0 1 Q 1 N W cn 1 1 1 C N 1 1 N O 1 O � O O 1 0 1 6] O] U N ' N CO U o 'o '� allo U ' 6 0 n o Orn , C O f N CZ N........ N.. ! .. ! .. Z 1 O Q Q O O U U U o 0 0 0 O oo 0 0 m mCo o 0 i I II O F O I O I Lo I(1 N M I O LO M O I O I O O � � cND. I O cN0 LL I I I U1 Lo O 1 0 1 No Lo LO 'oo co r � � 'o m XLL 1 1 0 O x a 1 (1) w 0 1 0 1 w O 1 0 C O ---- ----�---- 1 1 1 v a a)uo 1 M2 ' 1 1 D 1 co U LL LL O 1 0 1 0 O LL LL ' 1 1 1 _ a l0 Iw W Co F n to n = 0 o o lO '� Com 0 o 'o n I � o o �o �� .- � LL o 0 o c a o o c 1 1 1 y 1 1 1 wa ;00 co wa a o �0 0 le D -o ----�----�---- ----�---- O 1 1 1 CDa)p p — 1 > .o) 1 LLL 1 LL 1 1 LL 1 1 11 N Co 1 Co 4 O Q l O I p O C Q O N ;N > U O 'O 'Co p 03 O O O CV 75 a Ip I n n o ' c 1 I r 1 1 1 1 1 1 1 O 1 0 1 cD c0 M 1 M CD r 0 00 Lo Lo 0 1 1 1 N 1 1 C V 1 V Cor r O 1 1 1 y 1 75 0 1 1 N _ 1 W X O 'O 'NN Co ' X O WO z p0 ;p ;p C O Z 6] 1 O ) (10r O 1 0 1(=5 O U 1 1 1 Lo I m Co 0 Lo Lo Lo Co Co U) N 0 Q O 1 0 1 0 O N N N 1� > U 1 1 1 1 .• .• .. O .. .. o V 7 0 W oc o o . o is W_ R a�0 ° o o 4 > o m a E v x > � v o LL U r vi :� O :c) 0 N O .0 M M N O O O N O 'O N O 'Cl) Cl) O ' 0] O '0] 0] 0 O .O .n n 0 O LO 1 1 1 O i i O i O z Z 1 1 1 1 1 1 N 1 1 1 NN O 1 0 1 N d v a0 ,00 ,om OOM v :rn Cl)'0o CO v U 1 I M M U 1 > 1 1r cn > 10 0 -oo ----�----�---- ----�---- M N � 1 1 N � 1 O O 1 0 1 6] O] O U a 'o '� C U o 'v v '� 'n n � � 1 C F O O 1f7 u'1 F O co C 1 1 1 � O O 1 0 1 OJ O] O 1 N W CO U o 'o Co. ccq o_ o 'o n n' o_ ' y m 0 'O '� K) m C Z Z .............. ....!.... 0 O N N U o 0 m 00 m m i I I I N I II � � O I O I O O � O I O O O i 0 i 0 O O i 0 O ..J co cl, LL I I LL I U1 LL7 O 1 0 1 N N LL7 O 1 'oo co 4- XLL 1 1 0 O x a 1 4 w 0 1 0 1 w O 1 0 C OC ----Ir----Ir---- ----Ir---- 1 1 1 a)u7 O 1 0 1 ch M a)u7 1 LL L 1 1 LLL 1 (O U LL O 10 10 1 1 1 _ O to I n m _ 0 1� = 0m 00 lO '� 0m o 'rn rn �F o �o �� �F o �0 O LL o 0 o c a o 0 0 1 1 1 y 1 1 1 1 1 1 M2 O O 'O '0 o c o m O wa a a �o 00 �� wa a o �0 0 Ir---- O 1 1 1 � w O > 1 (� m LL 1 1 LL 1 1 1 1 0 o a co cl, o cc 0 IQ 1� co n n N O 1 0 1 ll7 1 co 0 0T 1 I r I N N 1 1 1 1 1 1 1 1 r1 N OU o 'o 'v v N = OU 'w co O c = ---- ----�---- N ----�---- 1 ' a l0 Iw m 0 Im m W0 z a I0 I0 o O z 'N Nn O IQ IQ C w+ O U1 1 (u y , 1 1 O 1 r 00 irn o U) N i O 0o io io c R O Lq �� m CD a+ 0 10 10 C L O ;O \ N 1 1 1 1 U 1 1 O V :.. .. O U 0 75 a t m f6 W r °o) o Y m V m o o s W R w o o L r w o _ .o U vi V) a :o o :rn rn C) o 0 0 o O o N O O NO m M O •O '� O •6] 0] 0 O .O .n n 0 O O •O •� � O •N N .m M .N N LO 1 1 1 O i i O i O z Z 1 1 1 1 1 1 N 1 1 1 N O 1 0 1 N d ' CN 7 00 ,Op ,CW) Q C', 7 :6m] Cl) vo -00 ---- ---- 72 ----�---- M N 1 1 N 9 1 0 OU — O oo IN N m m M F 'N N C 1 1 1 � O a .o Iv a O IN N CO O O 'O ' O ' p] O 'O y Z ' I m M Z C .. ! .. ! .. O N N O O 'a o U UU :a c O b b O O � m m •a o I I I N I O I O O N O I O O LL I I LL I 0 Io 1 d in u7 0 1� ,o,,. oM o ,v M 'oo co r�o '0 0 rl- 4- x LL O I p I NN x � a) w 1 I N N w 1 O ---- ----�---- 1 1 1 O ju7 Op IOp IW Nn j O O N N O 'O O_ O N O cD c0 N O O N O 'O O O '6] 0] 0 O .O .n n 0 O m M N N LO 1 1 1 O i i O i O z Z 1 1 1 1 1 1 N 1 1 1 N O 1 0 1 N d N O v ao ,00 ,oc,. 00cy v ;� vo -00 ----�----�---- ----�---- M N �_ 1 1 N � 1 O O 1 0 1 7 O co ch M F 'N N C 1 1 1 ,� OO 1 0 1 O 1 N W CO U O 'Cc) 'N N U '7 y Z 1 'M M 0 N N O U O o m 00 m m co co O F O 'O 'N N F jn n i i i� o "' o io 0 U1 LL7 O 1 0 1 a) N N Lo O I n n P) 0,O<M O cl, O , i r O 'O '0 0co0 4— xLL 1 I N N x LL 1 4 W O 1 0 I N N W O 1 O O O ---- ----�---- 1 1 1 CO O >u7 00 100 l O on >u7 1 L 11 L 1 c0 U LLLL o 'O 'O o LLa ' P) _ _ 2 O o 0 'o 'N v O m F m M 0 1 1 1 y 1 1 1 1 1 1 no a l0 1 � m no o In n 'oo 0o '0)o rno O o xM M LL 1 I x LL 1 O W T O 1 0 IN N w O 1 1 1 N� w O o� o 'o 'm cin ME ' (� LL L O 1 0 1 0 C LL 1 1 1 1 ----r----r---- ----r---- 1 1 1 4 O 00 l O I p O C Q O ;p O C Q O IQ 1� co n n cl� 75; 1 1 M M I N N 1 1 1 co 1 1 1 � r N (V �M M N N OU o �o �o o N r OU acv co O N r O 'o ' N N ' '^ ---- ----�---- 1 r ----;�--- O 1 1 a l0 1� LO W p a �o n C C O �0 x co 0 M O z a IQ IQ c O Z U O O ---- ---- O ----�---- O 1 1 to 1� 1l7 7E L O Loo l0 1� O u� 1� n O N O �o cn V O O .. .. .. V C1 .. . .. O _ 75 „a +' M M m I I l< .N N .N N N O 'O 'N N Lo (V O 'O O O •O •Lq u'! O •0] o] 0 O O 0 O O •O •M M O •N W M M N N LO 1 1 1 O i i O i O z Z 1 1 1 1 1 1 N 1 1 1 NN O 1 0 1 N d v a0 ,00 ,o0 c,. 00c', v ;� 2 a IQ ILO LOO U 1 -oo ----�----�---- ----�---- M N 1 1 N � 1 0 O - O 1 0 1 cD c0 O U a ' Lo o 'm ii,cU o 'v v 5_ [9 o 'c 1 7 a N O 1 O O 'O 'ch M O o 'W co C C F 1 1 ch M F 1 N N ---- ----�---- ----�---- O O 10 1((DD w O 1 N W CO U 0 'o 'm Lo 6 0 cii, o ' y 10 Z 0 1 0 1 M M Z 1 NN N C .. . .. . .. O p p 00 U U U 0 0 0 0 O o 0 0 0 m .o o 0 s_ o �o �o o F oo jn n O nu7 0 10 1 o m nu7 0 1n n <hO c Co P) 0� 0 co _p O p r O 1 0 O 4 W LL 0 1 0 I N N W LL O O O O ---- ---- CD a) 1 1 1 j47 00 100 IW Co a)Lo 1 OJ� O 1 0 1 0 O M2 1 1 1 D 1 co U 1.L LL O 1 0 1 0 O LL LL ' 1 1 1 CoO 1 0 I N N _ O I n n 0 O 'O 'n n 0 o F O 'O 'ch M LL o '0 'o c a� O '0 0 1 1 1 y 1 1 1 1 1 1 U 1 0 O 1 0 1 N N 0 O I n n ~ a 'o ' 0 00 m o L 0 1 0 1 7 0 le O L E 0 1 0 0 xM M LL 1 I x LL 1 W T 0 1 0 IN N w >. O 1 0 O 2 ---- ----�---- ----�---- O 1 1 1 0 - O 1 0 1 6J M N O - 1 > 0 ,0 ,Co W .>r , OJ� O 1 0 1 m M ME 1 (� LL L O 10 1C) c LLL LL 1 1 1 1 1 1 1 40- O o0 l O 10 CO C Q N I p O C Q c 0 1 0 1 u'7 Lo O I n n N G 0 1 0 1 M M 1 aJ O] 1 1 M M I N N 1 1 1 1 1 1 N , h M NN r OU o 10 1rn OM] OU 'Co Co 0 N O 1 1 r 1 75 1 1 N 1 W x a 'o 'Lo L ' x 'Co Co W a z a 'o '0 0 0 z 'v v r a �o �o c U U 1 1 1 O 0O 1 0 1 N N V Ur O 1 1 1 O O U) 0r CO O a > U 1 11 V .. .. .. o ......... O _ U 7 �' s W U o c . `o . ) d o o o m W Q � o o o v .� o M U 2 > .� ~ Co r 0 ~ U M a N N N Lo N O 75 U o o ce)) M M M LO 1 1 1 1 O 1 1 Z O 1 1 O ---- CN --- 1 NO I p I p M O M p o cc U oa IQ ILO n5 N 1 1 0 O 1Lo � M OO O Ip Ico C o M C ~ 1 1 N O O 10 1M M CO U a 'o ' Lo 'O coO, O, y Z O 'O 'co M C ........... gym.. M 1 � N O U � m Co i I I 0 F O 'O 'N N O I O I O O a I I O in u7 0 l0 1 0 d O7 �(V o 1� to M C M Co � x o c0 4 W O I p I N N O r 1 1 O > n U LLP) Co 1 1 O 1 0 I N M Co 2 O 0 'o 'v v ch M 1 1 y 1 1 � 1 1 O 1 I pm O M I r o l 0 1 7 p a OO x d O I p I M M W 1 IN N 1 1 O >p O 1 0 1 0 O OJ� O 'O 'm M LLa O O O O 1 1 1 1 O N O I p I p m O M Q O ,p ,C)O ,c O N G00 I Q 1 M p M O 1 1<h Cl) 1 1 CD CN 0 CN 1 1 O E O N r750) E 1 N a �O 1Co M 1 O c�0 Lo uJ 0 z O '� '� O m o i 0 U Co 1 1 O N C s- .� E L O o 1 O 1 G r_ oya) O (10 \O (n O O O O Q CO cc _ U O ~_ c0 G ui i01 ^W^ LL O C . 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N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . O LU w w w w w w w w w w w w w w w w w w w w w w w w w w O . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W U 75 a- m 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 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O U . . . . . . . . . . . . . . . . . . . . . . . . . . m O m �c �c �c �c �c 'v �c co 0 �� '0 '0 '0 ') '0 'o 'o 0 co 4— O O 'O) 'O CO O ' O ' 'CO '00 ' O 'Cn 'N 'CO 'O) ro-IO O OO OOOO , , , , O D 0) CO OO CO ' ' '' CO O CO � SCh :06 r � � U W P) 2 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m U) 0 N N N N N N N N N N N N N N N N N N N N N N N N N N N . . . . . . . . . . . . . . . . . . . . . . . . . . i 40— N N M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . 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(0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 '0 '0 0 00 rD o NCJ O N V co N N N O O O O O O N NO 0 ,O .0 .0 O O O O O C O N O O N ;� O O O N V O V C . . . . . . . . . . . . . . . . . . . . . . . . . . 0 U . . . . . . . . . . . . . . . . . . . . . . . . . . m O m �co � �c 'v 'c �c �c �co 'O 'O '0 '0 'O 'O 'O 'O 'CV co 4— O N ; 'CLJ '� '(h ; ; ; ; 'O 'N ; '� '� 'CCJ ; ; 'N '� 'O '0 'V 'CO �O .0 �� co O ;CChV OOO ;V O ;O ; ;O ;O ;O LO ;O O co ;LIS Cl) O� � N �O ' L CO CO N 0)0 r � � U 2 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m U) 0 m m . . . . . . . . . . . . . . . . . . . . . . . . . . i 40— N N M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . 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U . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . m O -,t co �c �� �c �� �� �c �� �c �c co p> :o 'O 'O 'O 'O 'O 'O 'O 'O 'O 'O 'O 'O :O 4- :o 'o 'O 'O 'O 'O 'o 'o 'o 'O 'O 'O 'O :o co :0 'O 'O ' '01) '0 '0 '0 '0 '0 ' 'O '0 'O 'Om 'N '0 '0 '0 '0 ' 'O 'p 'O 'CO N p O p :O p p 'O O 'O 'N 'O O p p 'O p p p 'O co' 'O O p p 'O p p p :O :COO 'CO LO co '� '�LO LO 'p 'COO '� '� :O O :06 �� :06ACV �� �I� ACV �� Gln SCh ACV co N � U M W � 2 ..F...1p...1p...1p...1p...1p...1p...p...p...p...p...p...p...p...:...:...:...:...:...:...:...:...:...:...:...F.. U) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . U) N . . . . . . . . . . . . . . . . . . . . . . . . . . i 0 . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . OLU 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w O . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W U 75 a- m 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . oco'o N N o � o o 'o O 00 N 00 00 O N '01) N N N V V L V V' 'm ' O O OO O . N CV q .O O O 00 Cl) Cl) ,O ,O CO O O O O Cb O O O O O O O O O O O O >+ Cl) 0 O N O C . . . . . . . . . . . . . . . . . . . . . . . . . . O U c) c) coco . . . . . . . . . . . . . . . . . . . . . . . . . . m O p� O :o 'o 'o 'O 'O 'O 'O 'O 'O 'O :o O :O .m �O �O 1O 1O 1O 1O �O �O �O :O ' ' ' '01) ' O Sco 'O O O O4 O O ; � O O co O . N 1, rD' 'I- N Ch CO O C� O N V Ch Ch :06 V ,N O eco N � U W P) 2 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m U) 0 N N N N N N N N N N N N N N N N N N N N N N N N N N N i 40— N N M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . 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O U . . . . . . . . . . . . . . . . . . . . . . . . . . m O p� co co o :o 'O 'O 'O 'O 'o 'o 'o 'O 'O :o co O :O No Io No 1O 1O 'm �O �o �o �o :o COb ,:oO ''COh 'ON 'OO �OO O 'm 'LO Cl) O O :O CO O CO ' LI) N NCh ;(COO V N � U W 23) 2 ..F...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...:...:...:...:...:...:...:...:...F.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m U) 0 N N N N N N N N N N N N N N N N N N N N N N N N N N N . . . . . . . . . . . . . . . . . . . . . . . . . . i 40- N N M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . O LU w w w w w w w w w w w w w w w w w w w w w w w w w w O . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W U 75 a- m 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m 'v m 'm '� m 'm o 'o o 'o 'o o 'o N N N N L m N N N N N N m N N ON s co 0O ,O ,O ,O O O O O 0I� O O O O O O O O O O O .0 V CO . . . . . . . . . co 00 . . . . . C . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . m O O m -,teco 'v 'v 'm 'v 'm 'v 'm 'm 'm p> o :o 'O 'O 'O 'O 'O 'O 'O 'O 'O 'O O :O .o 10 No 1O �O �o 10 No 10 �OI I I Co m co 4— :`m ,O`N , , O O O ,O ,O ,O O 'O ,O O O O O 0 0 0 0 0 O O O O 0 0 0 o 1 O m O .- m m O N O m m m N � U M W 2 ..F...1p...1p...1p...1p...1p...1p...1p...1p...1p...1p...1p...1p...1p...1p...1p...:...:...:...:...:...:...:...:...:...F.. U) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . U) N N N N N N N N N N N N N N N N N N N N N N N N N N N i 0 N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . O LU w w w w w w w w w w w w w w w w w w w w w w w w w w O . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W U 75 a- m 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O 0 '0 � 0 'o '0 0 '0 '0� � (1) 00 00 N O N N N N N N V V N V N N oq N O O 'O ' ' � O N O :O ,O ,O O O Ch O O 00 O O O O O N O O O O O O O O O O,0) O N O CCJ W C . . . . . . . . . . . . . . . . . . . . . . . . . . O U . . . . . . . . . . . . . . . . . . . . . . . . . . m O p� 'O 'O 'O 'O 'O 'O 'O 'O 'O 'O 'O 'O 'O 'o �o 1O �O �O �O �O �O �O 10 1O �O �O �O No co 4- :Lq � � '� ' ' ' ' o ' ' 'It 04 o 10 O O 04 10 O O Ln 1O Ch O V ICo O O O O 1LO LO i 00 O O OO ' N O O NN Ch CJ � OO Cl) N 'O 'V 'N CO '00 � U W P) 2 U) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m U) 0 N N N N N N N N N N N N N N N N N N N N N N N N N N N . . . . . . . . . . . . . . . . . . . . . . . . . . i 40— N N M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . O LU w w w w w w w w w w w w w w w w w w w w w w w w w w O . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W U 75 a- m 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o 'o 'o 'o o 'o 0 co �� O �Lo �� N O N N N N O �� �0 O N N O V Lo N O CO CO N N .O .O .O .O m m O .O .O Ch I� V O O O N O O N O N �_ N O N N N 0 N O N S N O O O N co, N co, N . . . . . . . . . . . . . . . . . . . . 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N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . O LU w w w w w w w w w w w w w w w w w w w w w w w w w w O . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W U 75 a- m 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 'o O �� m �� p �� �`— �N �� �� N N N N �� �� 0 m �� �N N N I� co�0 �0 ACV �O �� .0 �O �0) �N00 S N O O O O_ Ch 00 CO 0 N N � . NO O N N ' 0 04 N CO N : : Ch : . . . . . . . . . . . . . . . . . . . . C . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . m O m 'c �c �c �c �CO 'v P) 'o 'o 'o 'o 'o 'o co 7 ,p ,� 00 O ,p ,N ; O ,I Oc) Oc) 0CJ NNO N O N O ON O O O mV J co10 10 O ' O N I� � U M W � 2 ..F...1p...1p...1p...1p...1p...1p...p...p...p...p...p...p...p...:...:...:...:...:...:...:...:...:...:...:...F.. U) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . U) m C) .v .vv .v .v .v .v .v .v .v .v .v .v .v .v .v .v .v .v .v .v .v .v .v .v .v . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . O LU w w w w w w w w w w w w w w w w w w w w w w w w w w O . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W U 75 w m 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i VN oOooO oo ' OO OOLo CO O �W LO N O N N V O N O N LO O O N O :N Ch :N . . . . . . . . . . . . . . . . . . . . C . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . 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M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU . . . . . . . . . . . . . . . . . . . . . . . . . . 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U . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . m O m �c �c �c �c �c �CO I� ' 'o 'o 'o 'o 'o 'oP) `— cc co 2 N N N O m O O � O N NO O O O O O O O O O O O O O O: pp � N O ' ' 1 co O O N N V N � � U M W C 2 ..F...1p...1p...1p...1p...1p...1p...1p...1p...1p...1p...p...p...p...p...p...p...:...:...:...:...:...:...:...:...F.. U) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . U) m :> :> :> :> :> :> :> :> :> :> :> :> :> :> :> :> :> :> :> :> :> :> :> :> :> . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . O LU w w w w w w w w w w 'w 'w w 'w 'w 'w 'w w w w w 'w 'w 'w 'w w 2 2 2 2 O . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W U 75 a- m 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .o '.o '.o . o 'oo � : h N O -,t 'l- rD O OO C� m O Ch O N O O O O O O O O O O O O O OO � Ch s O •CO 0 Lq CV Lo06 V , . . . . . . . . . . . . . . . . . . . . . . . C . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . m O m �c �c �c �c �c �co co 4- O 'o 'o 'o 'o ''o 'o N O co 0) OO 0O) CO O O O O 0 O O � N 0 � O N co O N O 'Lc) ' � O ' OO Lc) � � U M W � 2 ..F...1p...1p...1p...1p...1p...1p...1p...1p...1p...1p...p...p...p...p...p...p...:...:...:...:...:...:...:...:...F.. U) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . U) m > :> :> :> :> :> :> :> :> :> :> :> :> :> :> :> :> :> :> :> :> :> :> :> :> :> :> . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . O LU w 'w 'w 'w 'w w w w w w w w w w w w w w w w w w w w w w O . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W U 75 w m 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m m 'm 'm m 'v m o _ C N � � � o 'o 'o oo � � 0 0 N� � m N N O O � OO N O O Ch O O O 0 0 O O O O O O O � 0 O O O O O O . . . . . . . . . . . . . . . . . . . m 0 00 . . . . . . . . . . . . . . . . . . . . . . . C . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . 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O N N U Q Q O O 'O O o o O O � D] D] •O O 0 Lo LO I I 7 I� co LL I I LL I 1 1 1 P) in Lo a 1 0 1 N in Lo 0 1 0 I O m O M 0 1 Co � Xa o �o �o0 0o Xa a �� v 4- 2 w 1 I r w 1 O 2 ----�----�---- ----�---- 1 1 1 LO > r o :o is v > n v v 2 M2 o 'o 'o 0 M2 v ' Co U DLL o 'o 'o c DLL o c LL 1 1 LL 1 1 1 1 a l0 IN W n Im O Co O ,O ,Co Co O [9 O O O cD c0 6� �f7 u'1 O 'O ' '1f7 n '0 'o c a~ m ' v 1 1 1� 0 O O 1 0 1 a) N in O O 1 m Cl) 00 00 m 0 rno r� xLL a Io Io o xLL 0 1 wT 1 I r w T 1 r r O 00 — a Io In n o0 — n 1 n 2 ' LLLL o 'O 'O O LLLL m ' M L 1 11 cQ O l 0 1 N 1 Co Co G O O 'O '0 0 c o O 'Co Co Cl)Co U a 'o '00 Oo � C 0 0 V 'o c 1 I r 1 1 1 1 1 1 1 O 01 O O 'O 'ON N O C'V '0 O Z O 1 1 1 W X O �O SOD t00 X 'O O W O O 0 10 Im Cl) O O Iv v O z 0 I Q I Q O O Z I r U r 1 1 r Im M 1 1 1 Q L 1 1 1 N o Im M V 1� O1 N O o 'o 'n m O U) O 0 o io io O r 0 i� a O o o o c to ri vi > O U 1 1 1 _0 = -a .. .. .. O .......... 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Z O U o 0 � U U p) o o C m m I II to o (o la v N I O I O O N M I r V M LL I I LL I 1 1 1 P N Lo O 1 0 t o N N In a ,o to o,,.� a ,n n Co X� o �o goo No X� o �0 0 4 w LL O 1 0 I r w LL O I r O ---- ----�---- m1 1 1 LO > r o �Oo io) rn >� 1 m 1 0) U DLL O 'o 'o c DLL m ' ri LL 1 1 LL 1 1 1 1 O 10 I Co 16] O w O Co O ,O ,cD t0 O Co Lce)o ,6] M no a to to m no o Irn rn m� a ,00 ,om cM r O 'O 'O OO O OO r O ' xM M LL 1 I x LL 1 w >, O 10 I r w r r 0 1 1 1 1 1 1 >O — O 1 0 I Loa) >O-�n In _ c� , Mo o m m n n (0 o a o o o a Ln In �i LL O 1 O 1 O O LL ID 1 w L 1 1 1 Q O 1 0 1 o N 1(D t0 T 0 O 'O 'O Q O Q Q :N N Gc O 'O 'O O O OO O N O I Q 1 N W 1 0 O 1 I r 1 1 1 1 1 1 1 O O o 'o 'o o O (V U o 'o ' n n = U 1 w W O = ---- ---- ----�---- 75 N 1 1 1 W N ' x a '0 'm M x 'o W CD N 0 z a �o �o c 0 z Co n 1 1 (10 U 1 r O 1 1 I N N 1 1 1 1 1 1 O O ICCo M N ,0 0 U) L O 'O 'O O 0 r6. M (n N ,O �N N Q ....!....!.... 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I-- -o -o ---- --oo ---- �---- 0 O Q 1 0 1 7 lNOfl O I N N U 0 Ip In n U p Irn rn o ch rn o m c° 'o ' m o n"' rn �_ 'oz oc O 1 0 1 7 f1 O U ,a? a? y Lo m o) 10 'mn mn C Z 1 1 N Z 'N N O N N () O O 00 U U p o O .0 o o- o momo- a o C o �o g un v Lo F 0 m O 1f7 O �p n N o ip i i r u�o u2 i0 io o g o u io co N �O :O (6 a 1 1 1 P) N LO 1 0 1 N N LL7 O 1 07 l0 10<h O o 0 ,n w co - xa opo i� io0 mo X2 o �0 0 w (LJ 10 Ir w LL O Ir O 1 1 1 O �Lq v 1 a (V 0 co 1 0 ,7 W > Lo p N f 1 52 0 M2 Lo D a o 1 0 1 0 C D a 1 lJ LL 1 1 LL 1 1 1 1 = m ,0 Iw O o) Io) m 0 m L2 -1 ,co v 0 o co ,rn m o o Io 1� m o �� o +_• 1 1 1 UJ p 1 0 1 N V1 p O 1 6J rn m� 000 'o IQO co m� O r E 0 0 l 0 'o)p n 0 x LL N 1 0 1 0 h x LL O 1 (n w 1 I r w > 1 m m 0O O ----�----�---- ----�---- 1�_ p cD l 0 I n NMo)j p co 1 O] 7 1 O 'cnD W o ' M LL LL O 1 0 1 0 O LL 1 1 1 L 1 1 1 40- co >> O 00 j0 ;O N o N 'N N O O O 0 c CV U CN ,o ,u 0 co 'o c �vj 1 1 1 1 1 1 1Lo n CD r OU o io i� i� OR N 1 1 C 1 lfj l,'1 co 1 1 1 O 4 1 1 f 1 g 0 1 1 N 1 W x 'o �ID n x '� m W O 'O 'co u� C Cl) Cl) _ O z N O 0 N O Z ;n n M U v 1 1 1 O N 0 0 Io 1 CO n U O 10 0 o0 'o 'n w 'rn a)0 p �O �O O I N C 1 0 :6 O N I N N \ 1 O m U 7 r lC _ W ro ° Y m ro 15 oo) o o m V U E co15 = > F U ;O F M = I LL :0 a N co 'O 'IL a N n OU n :00 7 N O co m co M cn m u� u� N N--- N 1 1 Oi i O N , , N O z 1 1 Z 1 1 Q ---- ---- ---- N � a l0 1a n o 0 v om ,o ,o,l o v cD m U D o U n m >1 ;o :m o T o c O 1 1 Q NO OU m M CD 1 0 1 M m 6J Ch Of m o 6 o6 m In In F N F N N N 10 17 LoO cD c0 O I 0 m M :m U mrn M(n y m M IQ 1� m uo LO n n C Z �_ 1 __ 1 _ N Z N N O N N U O O o o � m m O j0 jN c0 O m M N O I O I O O 6] O] a 1 1 0) in u7 l 0 1 d cl D,u m M 0 0 0 Co � xa 00o i� ioo mo X2 oo (nw d 10 1� wLL o c O ----Ir----Ir---- ---- r 1 1 u7 lo I Co O N N m 1� 1� � .>-„ 52 rel DU D LL m 1 1 LL L 1 1 1 1 = m l 0 1 rn CD Co C m v ,o , n rn o m Co Co o m In In I 2o o 'o ' 2o rn rn � 1 1 Ulp l0 1 d No CD Co 0 'o 'o0 0o m2 Co Co 1 Irn n O xa O 0 1� loo no xa 0 C In w > ri 10 1� w > o c m m L1� 1 1 CD cD 1 0 ICD N N 0 > m 10 1It Co > m LL LL a oo �oo �o c D 1 1 1 1 O a l0 1a m rn rn O 0 O ;O ;0 m0 N o Q N N C N 0 1 O 1 I f'1 O e-O (n O O N Z cD 1 0 1 N O O � 1 1 O OU N �) O u7 un'1 N 1 1 0 D t0 _0 �"' 0---�0- 1 0 O N Co e- X unj X W O 75 a O W N N O 'O 'm K) O m Cl) O Z N 'O 'O N y.+ O Z 7 M O ;O ;O O U r 1 1 v � V N 1 O 1 m LO (/� �L.. 0 Of OU) CD 0 N O O N r �o 'o 'o o O rn rn (D 1 1 U O �- > Ic U _0 M O .. .. .. .. O U 7 -0 WfL0 0) °o c : `o : a °o o m Wo) U = LO r o ~ vi vi a 0 O O co '7 I f i d) O N m co M 0 M N N 1 1 O i i O N 1 1 N O z 1 1 Z 1 1 Q ---- ---- ---- 1 1 N O 1 u7 1 0 If1 O O 7 O u7 t0 7 cD c0 N 2 O m 2 U o 1 to U n m c a o c 1 1 O o io n O 0 U p0 1 0 1 U m M oo(D I ch co e-a co D) cl)(n m o r` m m Ln In i p p 1 cD 1 cD cn p u7 w M F N N �iOO 1 00 1('tD h C) m M O �N CD jm co e-a U mo) MO] O m O uo u7 M Z N N .............. .... O N N U O o O U U o c p� 0 0 o c C m m Q I I i F o to I� n F m M O I�2 I16] N O O O I � c0 O Of co LL I I LL 1 1 in u7 O 1 7 1 6] M in u7 m M N N N O O co 4— x o �o �o c wa o c O 2 N M2 O I r '7 c00 OJ2 m U LLLL p ;p ;p p LLLL � 1 1 1 1 2 _� m O I m t o m _ cD co 0 o 'c:i 'v m O co co O O '7 'N N O O Of N LL~ O O 1 1� 1 1 � 1 1 Ul p O 1 6] 1 6] co V1 p cD w O1 N_ 1�_ N co l Lo X LL O 1 0 1 0 O X LL 6J Of (n W �. O 10 10 O W T O O N 0 O ---- ----�---- ---- �_ O 00 lo) 'm N )O i O O m O '7 'co N ME LL 1 1 D LL LL O 1 0 1 N LL 1 1 L 1 1 O 17 17 co O N O 1 u7 1 cD N N N cG w 0 O M O N C O 'O 'O O co O O c'lf G O O O O O O 1 1 W CD CN O 1 ID 1 ID N I�Oh NC) o n M a cc -O N co O 1 4 75 a W0 O X O 1 0 I m M N X N N Wz O 1 1 O Z m M ' o O N r (D O 1 6mJ C N o '� '� v Oo 0 O O O cn co I rn rn (1) U O O 1 0 1 0 C .- > L) 1 1 o •• o .. .. .. 0 7 o W °o c . `o . a r m o m m E U 2 > ~ U O ~ U LO r vi cD 6] co N N N 0 co cl) O 117N cD lle OO W '7— !g(7] ON Of N O .(Q M U Lo ii M N N 1 1 O i i O N 1 1 N O z 1 1 z 1 1 Q ---- ---- ---- 1 1 N O 1 u7 1 0 If1 O O 7 O 1 1 u7 t0 7 N N N = 0 m _ U o 1 to U n m c a o c 1 1 0 p ,o � n O m c`nn 0 p cn Moo M U 0 �oocD co co .=v U It(o e o I` m m Ln In cD 1 cD cn M F N N �iOO 1 00 1('tD h C) m M 0 co CD eco N e-� U 7ID le w M z N N .............. .... U o 0 O U U p� 0 0 C m m O F 00 co Lo j m j rn F N N I I co LL I I LL 1 1 P) in Lo O 1 7 1 6] M in Lo N N c6 N O I N 1 0 cn N N cD c0 co x o �o �o c wa o c O 1 1 (.0 > 0 N > OJ� O 1 1 7 Lq M2 0) UD LL LL 0 O O O LL mLL � 1 1 1 1 O 1 ID 1 ID O O O N O 1 o) C 1 (n O N 0 O 6 O O] O O O 'ch 'I� O N W LL~ O 1 0 1 N LL~ O O 1 1� i 1 1 � 1 1 00 W in p O O �� 'cel 2 0 C r E O 1 0 1 0 O r co W wLL > o �o �o c wLL a a c m m 0 ° ----�----�---- ° ---- >� O 1N eco N > ora o rom o ora LL 0 1 0 1 N IL 1 1 L 1 1 O 17 17 co O >1 N O 1 u7 1 cD N N N cG w O M O N C � O 'O 'O O co O O 1 1 1 1 O 1 71 7 co (V co Cl) O 1 cD 1 cD N O M M cl� N O CD CN OU o �v cM6 N N U ri m O ' =75 ' W o CO x 0 l0 10 cn 0 x �--- u� In W 0 O a ;o) ;m caon 0 C O n m O z O z (6 V 0 :Ln o cc r U O O O_ N V O 0 Irn to rn N r O m 1 1 U) L O o 1� 1� N O o 0 C .. 1 .. 1 .. V .. O o U 7 W r ao `o a m °o) o m lC `o o += m o U m = U = ~ m coLO E O ~ M M N M N N N O u7 co Cl) M N (D le O O 0 '(o 'co-- co (N w N C U O .cD .In N U In u) M N N 1 1 O i i O N 1 1 N O z 1 1 Z 1 1 Q ---- ----�---- ---- 1 1 N O 1 co 1 r u'1 O O 7 cD W 7 N N N O= O � M t0 = U O ' 1 ci U cn m a o �o �o c a o c O 1 1 o O O 1 Im � c O m M U 0 1 1 U [9 O 1cD� IrN MO N uu) I�f'1O i p p 1 ID 1 1n Np Lo LO M F N N O O 'M 'r O O m M O 1 1 U y o O N M O u I f 1 m O cD Lo N m u L C Z �� �� M Z N N .............. .... O N N U O o O U U o c p� 0 0 o c C m m O Lo O ` j 7 ` j 6] M N N N O I co ID Lo 167 N N cD c0 I 17 c0 n 1 1 in u7 O I co 1r Ifl in u7 N N O c6N to to N N N cD c0 co 4— r� wa o �o �O c x o c O 1 1 07� O I r 1 7cle m U LL LLa � 1 1 _ 1 1 O IN 1N (n O O _ O o O •o0 •7 c�0 O _o O O ccO '7 'N N co co •0 —• N6 O O 1 1� i � 1 1 � 1 1 00 O 1co ICD (n in o O O O 1 1 1 1 Nr o) (n r O 1 0 1 0 O r co0 CD co w a >. wLL T O C m m p ° ----�----�---- ° ---- �_ O 0 lo) 'm N )O i O O <n (� OJ O 1 7 I co N ME LL 1 1 D LL LL O 1 0 1 N LL 1 1 L 1 1 O 1N 1N O o N O 1 117 1 117 N N c0 w 0 O M O N N co O O 1 1 1 1 N O I V I co W co Cl) � O :N I co 1f1 cD w N 0 '�^' O N ^ 1 1 O O (D t0 O 1 1 O r O 1 75 1 1 r 0 O W X O l 1 ID O] X �f1 W O O z O Cl)cD M O Z cD c0 (O V O 1!) O O O 1fl ui ' o O N +L' C7 0 'c 'Lo M V O m o 'cD 'M O O O O C O �� iID m r n (1) U O O 16 16 C e- > U 1 1 C o •• o .. .. .. V 75 W o c `o . ) m d o m W +' a�� -o o o aa) o m E U = ~ U 0 ~ U LO r vi ;w M n n N p M N LO Lo O .p O O ;(o ;co-- co N m ;� N M G U p N G M N N 1 1 1 O i i O i N 1 1 N 1 O z Z 1 1 1 1 1 1 CD 1 1 1 N 1 1 1 CN O 1 co I n 62 M 1 � N v o ,� � m v co m o c+7 co = V U O 1 I p U I-- 6 o ;o ;o c a o ; o ----�----�---- --oo ----�---- (0O NO O 0 U p I m I n O 0 N p N MOcn (D '1fl N M F N N O O 'M O O O 'cD� 'rN MO y m O '<D '117 N C Z ;� ;� M Z .............. ......... U o 0 O U U p� 0 0 C m m M F m 'O M I II w "' N to m N I O I O O N O I O O (o LL I I LL I 1 1 1 P N Lo O I co I n LO V1 Lo 1fl 1 0 LO O 1 0 1 0 m 1 0 Cl) � - r� o 'o 'o o r� � 'o m x o �o �o c wa O 1 1 1 M2 O ' '7 If1 M2 ' U Da o 'o 'o c Da ' LL 1 1 LL 1 1 1 1 = _ a Irn Im N _ n to n o m 0 'rn lO rn O m 20 o ' h ' o 20 C a� o 'o ' c.i 1 1 1 U70 O Im ICD O] f+-q p n 10 n N 2 n 1 0 n O xaa x (n w �. O 1 0 1 0 C w T O 10 C N 1 1 1 O ° ----�----�---- ----�---- 'co N 1 1 1 (� OJ 2 O 'co LL LLL 1 1 LL 1 O I p 1� N 1 L 1 1 1 O I N 1 co O co 1 co >1 N O 1117 1117 N N 1 N 0O O M N N C co O ' O cls G O ;O ;O O 1 1 1 1 1 1 N O I I m co cc o 1 M CD CN O 1 N N 1 m lA 1n 1 Lo (V 0 O O 'I� 'co O ��.. O cD 1 c0 1 :,4 '^ 1 r r �/r/� 1 1 1 75 r V 1 1 1 IO 1 0 11tJ 47 O 1 W _O x O ,m 1cn rn x W O , y_1 O z p 1 I m C 0 Z 6 1 � U O W r O 1(D 10 W L <D Im W O a O o 0' 'co o r N O U 'm mn U) O L O '� 'ID co N r 0 /1 N O O O O 0 Q VN > c N U 1 1 O .. .. .............. . ... . 7 W d c c `o a` m c m U = ~ U O LL ~ ULO = O vi vi ;.0 Co nn m O o v v (1) LO o L+ O O u7 m 'O Lo M N N C O N r N N 1 1 1 O i i O i N 1 1 N 1 O z Z 1 1 1 1 1 1 (V 1 1 1 N 1 1 1 CN O 1 0 I a1 a) 6] 1 v CV v 00 00 00 m oo c v m � M ,0 000 2 ' U 1 I N N U 1 T 0 1 O I m M >+ 0 1 0 ---- ----�---- 72 ----�---- (') N �_ 1 1 O O O r n O N O N ci N 00 'O 0 an co co �j O O 1 0 1 7 U U O 1 O 1 n n U N 1 N O O m M N C Z Z N N ON N ... .. U O OO o U U 0 0 0 0 Co Co C O oF O 'O oL M ' LO O LM II I -� O I O I O O <ND. I O cN0 N O I O I O O N O I O O a a 1 1 1 N LL7 O 1 0 1 w N N LLj In 1 0 Ifl s_ N O 'O 'O m O M N ce)N 'O N — Xa O '0 10 p 0 p t cD 'O c0 w 0 i0 �o o x O 1 1 1 a) o i o i In uo a)In i OJ� O 'O 'O O M2 ' 1 1 D 1 (OI LL LL O 1 0 1 0 O LL a ' L 1 1 1 1 1 1 _ CoO 10 Iw Co Co n 10 n 0 o IO '� Co 0 'o n 2Fo �o 2F n �o to C a o �o �o c a o �o c 0 a Io 1 m 0 n Io n xa 0 i0 ion o� xa (n w > 0 10 1� w > 0 Io c m m 0 ° ----�----�---- ----�---- 1 1 1 >0 — O Io In n >0 — 1 a 1 1 1 1 L 1� 1 L 1 LL 0 1 0 1 0 O w 1 1 1 1 L 1 11 Q O 10 1 N d Co 1 Co c� N 0 0I O M O M N N ' N G O 'OO O ( O V 1 1 1 O l0 17 Co 1 M N 1 1 C V 1 V U) 1 1 1 r r O 1 1 1 y 1 75 W x o 'o 'ID m ' x rn W_ C z 0a �o �o c 0 z rn rn (10r O 1 O 1 O O U 1 1 1 0 r 0 10 I Co Cl) Co W O C N O 0 'o 'n m OL 'Co mn N 0 Q O 1 0 1 0 O N N N 1� > U 1 1 1 1 .• .• .. O .. .. o V 7 0 W o c .� .Y m r p ° m W R a. r_ w o o .2 > o U c� Cor vi :Co Co N O 'O 7 N O O O N O 'O '7 N O '6m] OM] O O 0 O 1 1 1 O i i O i O z Z 1 1 1 1 1 1 (V 1 1 1 N O 1 0 1 N d ' N v a0 ,00 ,om ooM v ;rn rn 000 00 = '0 0 U 1 m M ---- ----�---- -o ----�---- (� N �_ 1 1'o co N � 1 0 O , 1 co co 0 ,r n 0 O ,7 7 O O <M M O N co N N co co O O l 0 1 O 1 N W U 0 'o 'c 'in U 0 I p 1 1 O N N U O O o o � m m I I I a a 1 1 1 P) N LL7 O 1 0 1 N N LL7 O 1 s_ N O 'O 'O m M N ' — X a O '0 'O OOp O p O r O 'O O w 0 i0 �o o x O 1 1 1 1 1 1 O ou7 0 to IM M a)Lo 1 oJ� O 'O 'O O M2 ' 1 1 D 1 (OI LL LL O 1 0 1 0 O LL a ' L 1 1 1 1 1 1 = O l0 Icn m O 1� 0 Co O ,0 , n n 0 O ,v 0 0 o rn rn �o O 'o ' O '0 0 C a� o �o �o c a� o �0 0 in p 0 l 0 1 N in p O 1 I a 'o l0Ce)(1 cc 's � o 'rn M O xa 0 i� ion o� Xa (n w > 0 10 1� w > 0 to c m m 0 o ----�----�---- ° ----�---- 1 1 1 CDp — O 10 ICD c0 >p — 1 0 1 0 1 o 1 °a 1 LL 0 1 0 1 0 O LL 1 1 1 1 L 1 1 1 Q N 0 I p 10m O M N 10 ch O M O 00 I Q 1 00 O Q O , O O CV a Ip I0 In co Irn0 rno 1 1 I N N 1 1 1 � 00 'o r 'o c 1 1 1 N OU o 'o N = OU 'Co. OR _0 d c = ---- ----�---- N O 1 ----�---- G a to to 0 0 Im Co w W0 z a' o '0 0 O z 'N cli c6 d Ip 10 c + O U1 1 (u , 1 1 O v 1 r 1 1 1 0 V 0 to IM M _ L. 00 Irn U) N i O 0o io io c R O Lo :� m 0 r.+ 0 1 0 1 0 \ N 1 1 1 1 U 1 1 O V ..• .. O U + 7 W > r °o) o Y m V o, o cM a. ? o m W R n c o o >_ o U _ ~ r .o vi r'i a N O 'O 'W W N O '6m ] OM] O O00 co 0 O .M M .N N 1 1 1 O i i O i N , , N , O z Z 1 1 1 1 1 1 CD 1 1 1 N O1 0 1 N d N v ao ,Oo CS C, OOM v :rn Cl) vo U -00 ----�----�---- 72 ----�---- M N 1� 1 1 N tp N � 1 0 O — O 1 0 1 7 O '� m U 'N 00 ' 'm M F O 'N N y 1 1 1 O a :O :v v O :w m U a 'o '� mU 'v v 0 O 1 0 y m O 'O 'N co p] 'N W Z ' I m M Z .. ! .. ! .. .. ! .. ON N C) 0 0O O O O O 0 O O O � D] D] •O O co co F O 'O 'O O F O 'V II I 10 I� � '� O I O O N 1� O I I 0 1 0 O N O I O O� � I (10 LL I I LL I 1 1 1 P) in u7 0 1 0 1 N in u7 0 1 c,.� O c,.� O ,7 r O 'O 1 0 00 co r O 'O O x LL O 1 0 1 N N x 4 W 1 I N N W 1 O ____�____Ir____ ---- co 1 1 1 ��n oo �oo �co mn a)Ln 1 1 U LL�a o 'o '0 0 L ' � 1 1 LL 1 1 1 1 O 1 0 1 M O 1 0 (9 O ,O , 0 [9 0 o n n o rn rn O 'O 'ch M O 'O O '0 'O 0 a� o '0 0 - 1 1 1 1 1 1 U1 O 1 0 1 N N O 1 m� 'oo co m� o 'rn rn '0)O rno r� O 'O O xLL 1 I M M x LL 1 (n W �. 0 1 0 I N N W >. O 1 O O O O 'O 'N W 1 1 1 (� OJ2 O 'O 'm M m2 ' Da 1 LL O 1 0 1 0 O LL 1 L 1 1 1 Q >> O 0 '0 '0 0 O o O :0 0 O o C 0 'Q '°'0 M(I (n n0 h0 N Z ,0] 0] 1 1 M Cl) I N N (vj 1 1 1 1 1 1 � a Io Irn rn IN m O T- O O o 'o' N N O In n (y N ++ U o 'o '0) M U 'w m 0 CM o '0 :0 0 d _ O , ;k 75 01 W x a 'o 'rn M ' x '(o m W O z a '0 '0 0 0 z O O O '� r� � 0 U V a io irn rn j oo irn o 0 a r chN cn O O > U 1 1 1 V .. .. .. o ........ 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E m r a�0 �Co Co . : Et m -C; m a U� UU ; °oLL F U� UU ; °oLL F U N U) ¢ U = U) ¢ U O tD � � ti 2 1 \ r \ / ) / LL ) & 3 / 04 � \ o 2 \ 0 @ / O m a \ 2 § (\ _ \ / 04 r- 4- ) § t r 2 / \ / a- I ± , \ _ _ \ / \ 0 / F \ § 9 / \ / ( z CO \ / 3 E . \ O / / ■ \ \ ■ E 2 E E ± E o 0 / 2 \ e2 7 \ § 2 7 O & / 2 / Y / / > / / / / / 0 0 / ± ± ± ± L 2 0 5 R R R R@ 4 ƒ L- LU / \ \ \ / ® / C6 CD C6s L Lo Lr) Lo LO Lo LO U co co a- \ o E \ / \ ---- 2 \ Lo LO \ \ 72 ---- 2 \ ƒ & @ ) \ } \ \ § / y f \ o ) § co \ 7 } Co \ � Co Co \ ( \ mCo Co---- a / \ jj 6 C6 / j o ---- a = / \ / /) f 1 ---- ± =aCo Co / ---- \ 0 y ---- z F / /) fC, oll § § » q oll cc 75 ) f f f Co Cl)a ---- J o J J a f / E c / Co Co k ui ) ( C) \ $ 2 E \ E L \ § ( ( LU \ / \_ 0 / / \ / u 15 Vk k > ui D 3C / % f � 2 ' k = w _ _ _ Appendix B Geotechnical Investigation ■ s IGEOTECHCAL PROFESSIONALS INC. GEOTECHNICAL INVESTIGATION PROPOSED INDUSTRIAL DEVELOPMENT 14451 MYFORD ROAD TUSTIN, CALIFORNIA Prepared for: Panattoni Development Co. Inc. 20411 SW Birch Street, Suite 200 Newport Beach, California 92660 Prepared by: Geotechnical Professionals Inc. 5736 Corporate Avenue Cypress, California 90630 (714) 220-2211 Project No.2958.1 September 10,2019 5736 Corporate Avenue w Cypress, CA 90630 - (7147 220-2211 FAX [714) 220-2122 ■ s , GEOTECHNICAL PROFESSIONALS INC. September 10, 2019 Panattoni Development Co. Inc. 20411 SW Birch Street, Suite 200 Newport beach, California 92660 Attention: Mr. Michael Sizemore Development Manager Subject: Report of Geotechnical Investigation Proposed Industrial Development 14451 Myford Road Tustin, California GPI Project No. 2958.1 Dear Mr. Sizemore: Transmitted herewith is an electronic copy of our report of geotechnical investigation for the subject project. Additional copies have been transmitted to the Project Team as shown below. The report presents our evaluation of the foundation conditions at the site and recommendations for design and construction. We appreciate the opportunity of offering our services on this project and look forward to seeing the project through its successful completion. Feel free to call us if you have any questions regarding our report or need further assistance. Very truly yours, Geotechnical Professionals Inc. Paul R. Schade, G.E. Principal cc: Jacob LeBlanc/Mark Lewis, Panattoni Development Co. Inc. (via email) Rafik Gerdes, S.E./Spencer Ehl, HSA & Associates, Inc. (via email) Brian Thienes, P.E., Thienes Engineering, Inc. (via email) 2958-1-01 L(09/19) 5736 Corporate Avenue w Cypress, CA 0OCG00 - (7147 220-2211 , FAX [714) 220-2122 Panattoni Development Co. Inc. September 10,2019 Proposed Industrial Development,Tustin,California GPI Project No.2958.1 TABLE OF CONTENTS PAGE 1.0 INTRODUCTION 1 1.1 GENERAL 1 1.2 PROJECT DESCRIPTION 1 1.3 PURPOSE OF INVESTIGATION 1 2.0 SCOPE OF WORK 2 3.0 SITE CONDITIONS 3 3.1 SITE HISTORY 3 3.2 SURFACE CONDITIONS 3 3.3 SUBSURFACE SOILS 3 3.4 GROUNDWATER AND CAVING 4 4.0 CONCLUSIONS AND RECOMMENDATIONS 5 4.1 GENERAL 5 4.2 SEISMIC CONSIDERATIONS 6 4.2.1 General 6 4.2.2 Strong Ground Motion Potential 7 4.2.3 Potential for Ground Rupture 7 4.2.4 Liquefaction 7 4.2.5 Seismic Ground Subsidence 8 4.3 EARTHWORK 8 4.3.1 Clearing and Grubbing 9 4.3.2 Excavations 9 4.3.3 Subgrade Preparation 11 4.3.4 Material for Fill 12 4.3.5 Placement and Compaction of Fills 13 4.3.6 Shrinkage and Subsidence 13 4.3.7 Trench/Wall Backfill 14 4.3.8 Observation and Testing 14 4.4 FOUNDATIONS 14 4.4.1 Foundation Type 14 4.4.2 Allowable Bearing Pressures 14 4.4.3 Minimum Footing Width and Embedment 15 4.4.4 Estimated Settlements 15 4.4.5 Lateral Load Resistance 16 4.4.6 Foundation Concrete 16 4.4.7 Footing Excavation Observation 16 4.5 BUILDING FLOOR SLABS 16 4.6 LATERAL EARTH PRESSURES 17 4.7 CORROSIVITY 18 4.8 DRAINAGE 18 4.9 EXTERIOR CONCRETE AND MASONRY FLATWORK 19 4.10 PAVED AREAS 19 4.11 SUBSURFACE INFILTRATION 21 4.12 GEOTECHNICAL OBSERVATION AND TESTING 21 5.0 LIMITATIONS 22 REFERENCES APPENDICES A CONE PENETRATION TESTS B EXPLORATORY BORINGS C LABORATORY TESTS 2958-1-01 R.doc(09/19) Panattoni Development Co. Inc. September 10,2019 Proposed Industrial Development,Tustin,California GPI Project No.2958.1 LIST OF FIGURES FIGURE NO. 1 Site Location 2 Existing Site Plan 3 Proposed Site Plan 4 Conceptual Grading Plan APPENDIX A A-1 Cone Penetrometer Diagram A-2 to A-11 Logs of Cone Penetration Tests (CPT's) APPENDIX B B-1 to B-6 Logs of Borings APPENDIX C C-1 Atterberg Limits Test Results C-2 Grain Size Distribution Results C-3 and C-4 Direct Shear Test Results C-5 and C-6 Consolidation Test Results Table 1 Corrosivity Test Results 2958-1-01 R.doc(09/19) Panattoni Development Co. Inc. September 10,2019 Proposed Industrial Development,Tustin,California GPI Project No.2958.1 1.0 INTRODUCTION 1.1 GENERAL This report presents the results of a geotechnical investigation performed by Geotechnical Professionals Inc. (GPI) for the proposed industrial development project at 14451 Myford Road in Tustin, California. The geographical site location is shown on the Site Location Map, Figure 1. 1.2 PROJECT DESCRIPTION The proposed development is about 10 acres and will include a one-story, approximately 216,248 square-foot industrial building (both office and warehouse space) with associated parking and drives. The building will be of tilt-up concrete construction with a concrete slab-on-grade floor and truck loading docks on the north and south sides of the building. Structural loads were not available at the time this report was prepared. Based on our experience with similar projects, structural loads are anticipated to be up to 100 kips (columns) and 8 kips per lineal foot (walls). We have been provided with a conceptual grading plan (dated June 6, 2019) showing approximate cuts to finished grade up to 5 feet in the parking and drive areas and fills to finished grade of approximately 2 to 3 feet within the building pad. A new retaining wall with a retained height ranging from approximately 3 to 6 feet is planned for the northern property boundary. The existing and proposed site configurations are shown on the Existing and Proposed Site Plans and the Conceptual Grading Plan, Figures 2 through 4, respectively. Our recommendations are based upon the above structural and grading information. We should be notified if the actual loads and/or grades change during the project design to either confirm or modify our recommendations. 1.3 PURPOSE OF INVESTIGATION The primary purpose of this investigation and report is to provide an evaluation of the existing geotechnical and seismic conditions at the site, as they relate to the design and construction of the proposed development. More specifically, this investigation was aimed at providing geotechnical recommendations for earthwork and design of foundations and pavements. 2958-1-01 R.doc(09/19) Panattoni Development Co. Inc. September 10,2019 Proposed Industrial Development,Tustin,California GPI Project No.2958.1 2.0 SCOPE OF WORK Our scope of work for this investigation consisted of a review of historical aerial photographs, geotechnical field exploration, laboratory testing, engineering analysis, and the preparation of this report. Our geotechnical field exploration program consisted of 10 Cone Penetration Tests (CPT's) and six exploratory borings. The CPT's were advanced to depths ranging from 20 to 60 feet below existing site grades (CPT C-2 refused prematurely at a depth of 14 feet on dense subsurface soils). The exploratory borings were drilled to depths of 20 to 50 feet below existing site grades. Details of the field procedures and logs of the CPT's and borings are presented in Appendices A and B, respectively. The locations of the subsurface explorations are shown on Figures 2 through 4. Laboratory tests were performed on selected representative soil samples as an aid in soil classification and to evaluate the engineering properties of the soils. The geotechnical laboratory testing included determinations of moisture content and dry density, fines content, grain size analyses, Atterberg Limits, shear strength (direct shear), consolidation, expansion index, compaction (maximum density/optimum moisture), R-value, and soil corrosivity. Laboratory testing procedures and results are summarized in Appendix C. Soil corrosivity and R-value testing was performed by HDR and GeoLogic Inc., respectively, under subcontract to GPI. Their test results are presented in Appendix C. Engineering evaluations were performed to provide earthwork criteria, foundation and slab design parameters, preliminary pavement sections, and assessments of seismic hazards. The results of our evaluations are presented in the remainder of the report. 2958-1-01 R.doc(09/19) 2 Panattoni Development Co. Inc. September 10,2019 Proposed Industrial Development,Tustin,California GPI Project No.2958.1 3.0 SITE CONDITIONS 3.1 SITE HISTORY Our understanding of the development history of the site is based on a review of historical aerial photographs (Historic Aerials). Up to at least 1972, the subject site was undeveloped and likely used for agricultural purposes. By 1980, the building at the southern end of the site is visible but the parking lot in the northern half of the site has yet to be developed. As of 1994, the subject site is in its approximate current configuration and has remained relatively unchanged since. 3.2 SURFACE CONDITIONS The site is bounded on the east by Myford Road and on the south, west, and north by existing industrial developments. The existing site conditions are shown on the Existing Site Plan, Figure 2. According to a topographic survey prepared in May of 2019, the existing site grades range from a high of+70 feet at the northern property boundary to a low of+62 feet at the southwestern property boundary. Overall, the site is relatively flat, with slopes typically less than or equal to 1 percent. The pavement section at our boring locations varied from about 2'/ to 5 inches (33/ inches average) of asphalt concrete over 6 to 13 inches (9'/ inches average) of aggregate base. The existing pavement is generally in poor condition, with surface cracking throughout the parking and drive areas. In select locations, such as near our Borings B-1 and B-4, the existing pavement is in very poor condition with heavy cracking and disintegration of the asphalt. 3.3 SUBSURFACE SOILS Our field investigation disclosed a subsurface profile consisting of undocumented fill overlying natural soils. Detailed descriptions of the subsurface conditions encountered are shown on the Logs of CPT's and Borings in Appendices A and B, respectively. Fill soils, to depths of approximately 2 to 5 feet, were encountered in our exploratory borings. The undocumented fills consisted predominantly of clays. Within our Boring B-5, we encountered localized sand and gravel fill to a depth of 7 feet, possibly related to utility backfill. We anticipate deeper undocumented fills may be encountered during grading within the limits of the existing building. The clay fills were very moist to wet, with moisture contents ranging from 21 to 26 percent (roughly 9 to 14 percent above optimum). At depths of 1 to 2 feet below the existing grade, the clay soils have an average moisture content of 25 percent. Our laboratory tests indicate the clay fills have high potential for expansion (EI of 110). 2958-1-01 R.doc(09/19) 3 Panattoni Development Co. Inc. September 10,2019 Proposed Industrial Development,Tustin,California GPI Project No.2958.1 The underlying natural soils consisted predominantly of firm to very stiff clays and sandy clays with lesser deposits of medium dense to dense silty sands. Within the northernmost explorations (C-1, C-4, C-5, C-7, C-8, B-1, B-2, and B-6), we encountered an approximate 2-foot to 6-foot thick sand and gravel layer between depths of 8 feet and 20 feet below the existing surface grades. We did not encounter this sand and gravel layer in the remaining explorations in the southern half of the site. Below depths of 45 feet in our explorations B-1 and C-1, we encountered dense to very dense silty sands. Below depths of 35 to 45 feet in explorations C-2, C-3, and B-3, we encountered interbedded lenses of clay and clayey sand. The moisture content of the soils within 10 feet of the ground surface is predominantly very moist to wet, varying from 18 to 43 percent, with an average moisture content of about 26 percent, approximately 14 percent above the optimum moisture content. The upper natural materials exhibit low to moderate strength and moderate to high compressibility characteristics. As with the clay fills, the upper natural clays are anticipated to have a high potential for expansion. As such, the clays are anticipated to shrink and swell with changes in moisture content. 3.4 GROUNDWATER AND CAVING Groundwater was encountered between depths of 11 and 19 feet below the ground surface in our exploratory borings (groundwater was not encountered in our boring B-4 within the 20-foot depth explored). Groundwater was encountered between depths of 12 and 14 feet below grades in our CPTs. In general, the groundwater encountered appears to slightly increase in depth towards the east. Historical data provided by the California Geologic Survey (CGS) indicates that the shallowest depth to groundwater is approximately 12 to 13 feet below existing grades in the site vicinity (CGS, 1998). Caving was not encountered in our 8-inch diameter hollow-stem borings. Based on the fines and moisture contents of the soils encountered, the caving potential of the upper soils is considered to be low, with the exception of the soils beneath the groundwater. 2958-1-01 R.doc(09/19) 4 Panattoni Development Co. Inc. September 10,2019 Proposed Industrial Development,Tustin,California GPI Project No.2958.1 4.0 CONCLUSIONS AND RECOMMENDATIONS 4.1 GENERAL Based on the results of our investigation, it is our opinion that from a geotechnical viewpoint it is feasible to develop the site as proposed. The proposed structure can be supported on shallow foundations following remedial grading to mitigate the geotechnical constraints discussed below. The most significant geotechnical issues that will affect the design and construction of the proposed structure are as follows: • The undocumented fill and upper compressible natural soils are not considered to be suitable for uniform support of new foundations or floor slabs. We recommend the existing fill and upper compressible soils be removed and replaced as properly compacted fill. Details are presented in the "Earthwork" section of this report. • Moisture contents of the near surface soils (immediately beneath the existing pavements to within 10 feet of the existing grades) are predominantly very moist to wet, averaging about 14 percent above the optimum moisture content. Therefore, active discing in favorable weather to dry these materials prior to placement as fill or backfill should be expected. In addition, the exposed subgrade soils will be well over the optimum moisture content and will require stabilization prior to supporting compaction equipment. The earthwork contractor should evaluate the moisture content of the existing soils when planning the earthwork. As an alternative to mechanical discing, the over-optimum soils can also be dried by cement treatment. • The on-site soils consist predominantly of highly expansive clays. Retaining wall backfill and the soils placed within the upper 24 inches of the finished subgrade in floor slab and within the upper 18 inches of finished subgrade in hardscape areas should consist of cement-treated on-site soils or granular, non-expansive import fills. We anticipate the need to import select fill to "cap" the upper 24 inches of the building pad or 18 inches of the hardscape subgrade if the project is going to have a net import of soil. If the site will balance or require a net export of soil, we anticipate cement-treatment of the building pad and hardscape subgrade surface. • Because of the elevated in-place moisture content of the upper site soils, earthwork operations in the rainy season will be difficult (high cost and low production). With favorable weather, we anticipate active mechanical drying using earthwork equipment such as a disc will be a feasible option to lower the soil moisture content. In the rainy season, we would anticipate significantly longer drying times or the need for drying with cement treatment. 2958-1-01 R.doc(09/19) 5 Panattoni Development Co. Inc. September 10,2019 Proposed Industrial Development,Tustin,California GPI Project No.2958.1 • Static settlements of the proposed building were evaluated with respect to the anticipated foundation loads (maximum 100-kip column loads) and the placement of additional fill to raise the building pad above the existing grades (approximately 2 to 3 feet). For foundations, we estimate approximately 3/ to 1 inch of static settlement under the more heavily loaded columns. When raising grades above the existing grade, we estimate an approximate settlement of '/3-inch per foot of grade increase (i.e. raising grades by 3 feet will result in about 1 inch of areal settlement). Additional details are presented in the "Foundations" section of this report. • Given the above settlement information, we recommend reinforcing the building floor slab. Also, we recommend that the placement of concrete within the pour strips along the wall footings and diamond block-outs around the columns be delayed as long as possible to allow settlement to occur before connecting the slab to walls or columns. • The site is located in a seismic hazard zone for soil liquefaction. Based on our analyses, we computed overall total and differential potential seismic-induced liquefaction settlements of less than '/4-inch. Dry seismic subsidence, unrelated to liquefaction, is estimated to be negligible due to the shallow groundwater depth and presence of clays. • The upper very moist to wet, expansive clays will provide poor support for pavements, resulting in relatively thick sections and the need to underlay concrete with aggregate base. As an alternative, the pavement subgrade can be cement treated to improve stability and allow thinner pavement sections. • Corrosivity testing performed by HDR on samples provided from our borings indicates a negligible level of soluble sulfate and chloride content with respect to concrete. The soils are also considered to be severely corrosive to buried ferrous metals. If buried metal pipe is proposed, a corrosion engineer such as HDR should be consulted. Our recommendations related to the geotechnical aspects of the development of the site are presented in the subsequent sections of this report. 4.2 SEISMIC CONSIDERATIONS 4.2.1 General The site is in a seismically active area of Southern California and is likely to be subjected to strong ground shaking due to earthquakes on nearby faults. 2958-1-01 R.doc(09/19) 6 Panattoni Development Co. Inc. September 10,2019 Proposed Industrial Development,Tustin,California GPI Project No.2958.1 We assume the seismic design of the proposed development will be in accordance with the 2016 California Building Code (CBC) criteria. For the 2016 CBC, a Site Class D may be used. Using the Site Class, which is dependent on geotechnical issues, and the appropriate internet website (https://seismicmaps.org/), the corresponding seismic design parameters from the CBC are as follows: Ss = 1.496g Sums = Fa*SS = 1.4969 SDS = 2/3 * SMs = 0.997g S1 = 0.552g Smi = Fv* S1 = 0.8279 SD1 = 2/3 * Smi = 0.552g The above seismic code values should be confirmed by the Project Structural Engineer using the value above and the pertinent internet website and tables from the building code. 4.2.2 Strong Ground Motion Potential Based on published information (earthquake.usgs.gov), the most significant fault in the proximity of the site is the San Joaquin Hills Fault, which is located about 2Y4 miles from the subject site. During the life of the project, the site will likely be subject to strong ground motions due to earthquakes on nearby faults. Based on the USGS website (earthquake.usgs.gov), we computed that the site could be subjected to a peak ground acceleration (PGAM) of 0.55g for a magnitude 7.2 earthquake (San Joaquin Hills). This acceleration has been computed using the mapped Maximum Considered Geometric Mean peak ground acceleration from ASCE 7-10 (ASCE, 2010) and a site coefficient (FPGA) based on site class. The predominant earthquake magnitude was determined using a 2-percent probability of exceedance in a 50-year period, or an average return period of 2,475 years. The structural design will need to incorporate measures to mitigate the effects of strong ground motion. 4.2.3 Potential for Ground Rupture The site is not located within an Alquist-Priolo Special Studies Zone and there are no known faults crossing or projecting toward the site. Therefore, ground rupture due to faulting is considered unlikely at this site. 4.2.4 Liquefaction Liquefaction is a phenomenon in which saturated cohesionless soils undergo a temporary loss of strength during severe ground shaking and acquire a degree of mobility sufficient to permit ground deformation. In extreme cases, the soil particles can become suspended in groundwater, resulting in the soil deposit becoming mobile and fluid-like. Liquefaction is generally considered to occur primarily in loose to medium dense deposits of saturated sandy soils. Thus, three conditions are required for liquefaction to occur: (1) a sandy soil of loose to medium density; (2) saturated conditions; and (3) rapid, large strain, cyclic loading, normally provided by earthquake motions. 2958-1-01 R.doc(09/19) 7 Panattoni Development Co. Inc. September 10,2019 Proposed Industrial Development,Tustin,California GPI Project No.2958.1 The site is located within an area mapped by the State of California as having a potential for soil liquefaction (CGS, 1999). Groundwater was encountered at depths of 11 to 19 feet in our recent exploratory borings. Historical groundwater levels at the site are estimated to be approximately 12 to 13 feet below the ground surface at the site. A groundwater depth of 11 feet was used in our evaluation. Revisions to the 2016 California Building Code, ASCE 7-10, and Special Publication 117A (CGS, 2008) require that the ground motion used for this evaluation be based on the Peak Ground Acceleration (PGAM) adjusted for site class effects. This value is computed using the mapped Maximum Considered Geometric Mean (MCEG) peak ground acceleration for a Site Class B and a site coefficient, FPGA. In accordance with the 2016 CBC, we considered a ground acceleration of 0.55g for a magnitude 7.2 earthquake (San Joaquin Hills) for our analyses, which corresponds to the PGAM obtained using the methods described above. The potential for liquefaction was evaluated using the methods presented by the NCEER (Youd, 1997) and Robertson (Robertson, 2009), with modifications provided in Special Publication 117A. Criterion for liquefaction susceptibility of the fine-grained soils was based on methods presented in Bray and Sancio (2006). The materials encountered below the shallow groundwater depth of 11 feet consisted primarily of firm to very stiff clays with minor lenses of medium dense to dense sands and gravels up to depths of 20 feet in select explorations and medium dense to dense sands, silty sands, and clayey sands interbedded with the clays below depths of 35 feet. Overall, the natural soils exhibited low to moderate strength and moderate to high compressibility characteristics. Based on our evaluation, the total and differential (across a 60-foot span) liquefaction-induced settlement is anticipated to be less than Y4-inch. As such, the potential for soil liquefaction and the resulting settlement to adversely affect the planned project is considered to be low. 4.2.5 Seismic Ground Subsidence Seismic ground subsidence (not related to liquefaction induced settlements), occurs when loose, granular (sandy) soils above the groundwater are densified during strong earthquake shaking. The subsurface soils above the groundwater table were generally very moist to wet, firm to stiff clays and silts with lesser deposits of loose to medium dense sands and gravels. If strong earthquake shaking occurs, the estimated magnitude of total and differential (across a 60-foot span) seismic ground subsidence is expected to be less than Y4-inch. 4.3 EARTHWORK The earthwork anticipated at the project site will consist of clearing and grubbing, excavation of undocumented fills, loose natural soils and disturbed soils, subgrade preparation and stabilization, moisture conditioning of fill soils, and the placement and compaction of fill. 2958-1-01 R.doc(09/19) 8 Panattoni Development Co. Inc. September 10,2019 Proposed Industrial Development,Tustin,California GPI Project No.2958.1 Because of the elevated in-place moisture content of the upper site soils, earthwork operations in the rainy season will be difficult (high cost and low production). With favorable weather, we anticipate active mechanical drying using earthwork equipment such as a disc may be a feasible option to lower the soil moisture content. In the rainy season, we would anticipate significantly longer drying times or the need for drying with cement treatment. Cement treatment may be considered as a potential alternative to mechanical drying regardless of weather conditions. 4.3.1 Clearing and Grubbing Prior to grading, the areas to be developed should be stripped of vegetation and cleared of debris. Buried obstructions, such as footings, utilities, and tree roots should be removed. Deleterious material generated during the clearing operation should be removed from the site. The pavement sections across the site were relatively thick at our boring locations (average of 33/ inches AC over 9'/ inches AB) and demolition of the existing building will result in concrete debris. Inert demolition debris, such as concrete and asphalt, may be crushed for reuse in engineered fills in accordance with the criteria presented in the "Materials for Fill" section of this report. If deep excavations are required for the demolition of the existing development, they should be left open, documented with respect to depth and location, or backfilled under the observation of a GPI representative. Although not encountered during our investigation, leach lines, cesspools or septic systems encountered during grading should be removed in their entirety. The resulting excavation should be backfilled as recommended in the "Subgrade Preparation" and "Placement and Compaction of Fill" sections of this report. As an alternative, cesspools can be backfilled with lean sand-cement slurry. At the conclusion of the clearing operations, a GPI representative should observe and accept the site prior to further grading. 4.3.2 Excavations Excavations at this site will include removal of undocumented fill soils and upper compressible natural soils, footing excavations, and trenching for proposed utility lines. Prior to placing fills or construction of the proposed building, undocumented fill and compressible natural soils occurring within the proposed building pad area should be removed and replaced as properly compacted fill. For planning purposes, removals for the building foundations should extend to depths of at least 5 feet below existing grades or 3 feet below the base of the planned foundations, whichever is deeper. For support of the building floor slab, removals should extend to depths of at least 4 feet below the existing grades or 3 feet below the finished pad subgrade, whichever is deeper. The deeper removals for foundations can be made in slots, if desired. Localized deeper removals may be required where deeper fills are encountered. Based on the provided plans, we anticipate that sufficient space is available for open-cut excavations. 2958-1-01 R.doc(09/19) 9 Panattoni Development Co. Inc. September 10,2019 Proposed Industrial Development,Tustin,California GPI Project No.2958.1 For minor structures such as site walls, removals should extend at least 3 feet below the existing grade or 2 feet below the base of foundations, whichever is deeper. In proposed pavement and hardscape areas, the existing near-surface soils should be removed to a depth of 1 foot below existing grades or finished subgrade, whichever is deeper, moisture-conditioned (dried), and replaced as properly compacted fill. Deeper removals may be required where deeper disturbance of the soils is caused in demolishing the existing building. The actual depths of removals should be determined in the field during grading by a representative of GPI. The corners of the areas to be overexcavated should be accurately staked in the field by the Project Surveyor. The base of the excavations should extend laterally at least 5 feet beyond the outside edge of the perimeter foundations or a minimum distance equal to the depth of overexcavation/compaction below finish grade (i.e., a 1:1 projection below the top edge of footings), whichever is greater. This includes the footprint of the building and other foundation supported improvements, such as loading dock and site walls, trash enclosures, and canopies. Where not removed by the aforementioned excavations, existing utility trench backfill within building areas should be removed and replaced as properly compacted fill. This is especially important for deeper fills such as existing sewers and storm drains. For planning purposes, removals over the utilities should extend to within 1-foot of the top of the pipe. For utilities that are 3 feet or shallower, the removal should extend laterally 1-foot beyond both sides of the pipe. For deeper utilities, the removals should include a zone defined by a 1:1 projection upward (and away from the pipe) from each side of the pipe. The actual limits of removal will be confirmed in the field. We recommend that all known utilities be shown on the grading plan. Temporary construction excavations may be made vertically without shoring to a depth of 4 feet below adjacent grade. For cuts up to 12 feet deep, the entire cut should be properly shored or sloped back to at least 1:1 or flatter. For cuts deeper than 12 feet, dewatering will likely be required, and the entire slope should be properly shored or sloped back at least 1'/:1 (horizontal to vertical) or flatter. Some raveling of the localized sandy deposits should be anticipated at the slope inclinations recommended. If raveling cannot be tolerated, flatter slope inclinations should be considered. The exposed slope face should be kept moist (but not saturated) during construction to reduce local sloughing. In areas where removals are performed adjacent to property lines, existing streets, or other improvements where temporary slopes are not feasible, "ABC' slot cuts may be utilized instead of shoring. The slots should be no wider than 7 feet and no deeper than 8 feet, and should be backfilled immediately to finish grade prior to excavation of the adjacent two slots on each side. Where the localized sand and gravel deposits are encountered, narrower slots may be required. We should review the plans for excavation adjacent to property lines and existing improvements when they are developed. 2958-1-01 R.doc(09/19) 10 Panattoni Development Co. Inc. September 10,2019 Proposed Industrial Development,Tustin,California GPI Project No.2958.1 Surcharge loads should not be permitted within a horizontal distance equal to the height of cut from the top of the excavation or 5 feet from the top of the slopes, whichever is greater, unless the cut is properly shored. Excavations that extend below an imaginary plane inclined at 45 degrees below the edge of adjacent existing site facilities should be properly shored to maintain support of adjacent elements. Excavations and shoring systems should meet the minimum requirements given in the State of California Occupational Safety and Health Standards. 4.3.3 Subgrade Preparation The subgrade soils exposed at the base of the overexcavation will consist of wet (over-optimum) clays that will not provide adequate support for compaction or heavy, rubber-tired equipment. Subjecting these materials to heavy rubber-tired equipment is expected to induce pumping/rutting. As such, subgrade processing should be omitted. Earthwork subcontractors should evaluate the moisture conditions when planning the earthwork (pricing, selection of equipment, scheduling). We anticipate stabilization will be required to achieve a firm and unyielding bottom to support the fill placement. For planning purposes, stabilization can consist of 18 inches of cement treatment. We anticipate 5 percent cement by unit weight of soil (assume 125 pcf). The cement should be distributed across the subgrade using an appropriate mechanical spreader equipped with a self-contained vacuum system capable of capturing dust fines to minimize the spread of the cement outside the treated area. The cement, subgrade soil, and water should be mixed a minimum of two times using a four-wheel drive rotary mixer that can introduce water during mixing through a metering device. We recommend the moisture content of the cement-treated subgrade be within one percentage point below or two percentage points above the optimum content to ensure proper chemical action. The initial compaction of the cement-treated subgrade should be performed using a RexPactor 3-70 or equivalent, followed by final compaction using steel drum rollers. The final compaction should be performed within 2'/ hours after the initial application of water during mixing. The cement-treated soils shall be compacted to densities of at least 95 percent of the maximum dry density determined in accordance with ASTM D 1557. Following cement-treatment and compaction, construction traffic should be kept off of the subgrade for at least 72 hours, with the exception of maintaining a wet surface during the curing period. We recommend the treatment should be performed by a subcontractor experienced with in-place cement treatment. Based on prior experience with similar projects, the cement-treatment specialty contractor should have performed a minimum of five comparable cement stabilization projects within the last three years. As an alternative to cement treatment, 18 inches of crushed miscellaneous base (CMB) over a geogrid such as Tensar BX1100, or equivalent, may be used. The crushed on-site concrete and asphalt can be used for stabilization as discussed in the following report section. This alternative will require deeper excavations than cement treatment to allow for the removal of in-place soils and placement of the CMB and geogrid, as well as 2958-1-01 R.doc(09/19) 11 Panattoni Development Co. Inc. September 10,2019 Proposed Industrial Development,Tustin,California GPI Project No.2958.1 additional export of the wet soils removed. Within the building pad, the stabilization method used should be consistent to provide uniformity in support of the foundations and floor slab. Outside the building pad, such as in pavement areas, the stabilization can consist of cement treatment and/or placement of aggregate base/geogrid. For clarification, the cement treatment or CMB/geogrid stabilization options described above are in addition to the overexcavation depths detailed in Section 4.3.2 and are not considered a replacement for the recommended depths of properly compacted fill. 4.3.4 Material for Fill The on-site soils are, in general, suitable for use as compacted fill. As previously noted, the on-site clays are highly expansive (EI of 110) and are expected to shrink and swell with changes in moisture content. As such, the on-site clays are not suitable for placement beneath floor slabs or hardscape or used as retaining wall backfill. Based on the tested expansion index, we recommend the soils within 24 inches of the finished subgrade in floor slab and 18 inches in hardscape areas consist of cement-treated on-site soils or import select soils as detailed below. In-place treatment is typically more economical than import unless the project requires import (net import). Retaining wall backfill should consist of imported select soils. The over-optimum clayey soils removed during overexcavation will need to be dried mechanically using active discing during warm, dry weather or with an additional cement treatment prior to being replaced and compacted. For planning purposes, drying the soils with cement will require about 2 percent cement per unit weight of soil (assume 125 pcf). Alternatively, the over-optimum soils can be exported and replaced with suitable import soils. Imported fill material should be predominately granular (contain no more than 40 percent fines - portion passing No. 200 sieve) and non-expansive (E.I. less than 20). The import should also exhibit an R-value of at least 30 if used in proposed paved areas. GPI should be provided with a sample (at least 50 pounds) and notified of the location of soils proposed for import at least 72 hours prior to importing. Each proposed import source should be sampled, tested and accepted for use prior to delivery of the soils to the site. Soils imported prior to acceptance by GPI may be rejected if not suitable. Both imported and existing on-site soils to be used as fill should be free of debris and pieces larger than 6 inches in greatest dimension. If on-site concrete or asphalt concrete are crushed/pulverized to re-use as aggregate base for stabilizing wet, yielding subgrade, it should be crushed to maximum particle size of 3 inches. If used to support pavements, it should be crushed to meet the specifications of Class II or crushed miscellaneous base (CMB). 2958-1-01 R.doc(09/19) 12 Panattoni Development Co. Inc. September 10,2019 Proposed Industrial Development,Tustin,California GPI Project No.2958.1 4.3.5 Placement and Compaction of Fills Fill soils should be placed in horizontal lifts, moisture-conditioned, and mechanically compacted to at least 90 percent of the maximum dry density in accordance with ASTM D 1557. Granular soils within the upper 1 foot of the pavement subgrade should be compacted to at least 95 percent. The optimum lift thickness will depend on the compaction equipment used and can best be determined in the field. The following uncompacted lift thickness can be used as preliminary guidelines. Plate compactors 4-6 inches Small vibratory or static rollers (5-ton) 6-8 inches Scrapers, heavy loaders, and large vibratory rollers 8-12 inches The maximum lift thickness should not be greater than 12 inches and each lift should be thoroughly compacted and accepted prior to subsequent lifts. The moisture content of the existing near surface soils is well above the optimum moisture content (average in-place moisture contents within the upper 10 feet is about 26 percent, or about 14 percent above the optimum moisture content). As such, the soils will require mixing and moisture conditioning (drying) prior to placement as properly compacted fill. With clear and dry weather conditions, it may be feasible to use a disc to mechanically dry the over-optimum soils. During the rainy season, significantly longer drying times will be required (high cost/low production). The moisture content of the clayey fill materials should be between 2 and 4 percent over optimum moisture conditions at the time of compaction (1 to 3 percent over optimum for granular soils where placed). During backfill of excavations, the fill should be properly benched into the construction slopes as it is placed in lifts. The moisture content of properly compacted soils should be maintained prior to covering or reprocessed and moisture conditioned immediately prior to covering. Because of the expansiveness of the on-site soils, it will be important to maintain the elevated moisture contents in the compacted fill prior to covering. Soils that are allowed to dry out will require moisture conditioning that is likely to include reprocessing to introduce the moisture. 4.3.6 Shrinkage and Subsidence Shrinkage is the loss of soil volume caused by compaction of fills to a higher density than before grading. Subsidence is the settlement of in-place subgrade soils caused by loads generated by large earthmoving equipment. For the upper soils, an average shrinkage value of 15 to 20 percent and a subsidence of 0.2 feet may be assumed. These values are estimates only and exclude losses due to removal of vegetation or debris. Actual shrinkage and subsidence will depend on the types of earthmoving equipment used and should be determined during grading. The upper soils within the existing building pad may have been previously compacted, resulting in lower shrinkage values. 2958-1-01 R.doc(09/19) 13 Panattoni Development Co. Inc. September 10,2019 Proposed Industrial Development,Tustin,California GPI Project No.2958.1 4.3.7 TrenchMall Backfill Utility trench and wall backfill should be mechanically compacted in lifts. The on-site clays are not suitable for use as retaining wall backfill. In addition, the moisture content of the upper clays is very moist to wet, and the soils will require drying before reusing as properly compacted fill. Lift thickness should not exceed those values given in the "Placement and Compaction of Fills" section of this report. Jetting or flooding of backfill materials should not be permitted. A representative of GPI should observe and test all trench and wall backfills as they are placed. In backfill areas where mechanical compaction of soil backfill is impractical due to space constraints, sand-cement slurry may be substituted for compacted backfill. Slurry should also be used as backfill within the pipe zone for utilities that extend adjacent to and below building foundations. The slurry should contain 1'/ sacks of cement per cubic yard and have a maximum slump of 5 inches. When set, such a mix typically has the consistency of compacted soil. 4.3.8 Observation and Testing A representative of GPI should observe excavations, subgrade preparation, and fill placement activities. Sufficient in-place field density tests should be performed during fill placement and in-place compaction to evaluate the overall compaction of the soils. Soils that do not meet minimum compaction requirements should be reworked and tested prior to placement of any additional fill. 4.4 FOUNDATIONS 4.4.1 Foundation Type The proposed structures may be supported on conventional isolated and/or continuous shallow footings, provided the subsurface soils are prepared in accordance with the recommendations given in this report. Footings should be supported on properly compacted fill. 4.4.2 Allowable Bearing Pressures Based on the shear strength and elastic settlement characteristics of the recompacted on-site soils, a static allowable net bearing pressure of 2,500 pounds per square foot (psf) may be used for both continuous footings and isolated column building footings. For perimeter screen or retaining walls, a maximum bearing pressure of 1,500 psf may be used. These bearing pressures are for dead-plus-live-loads, and may be increased one-third for short-term, transient, wind and seismic loading. The actual bearing pressure used may be less than the value presented above and can be based on economics and structural loads to determine the minimum width for footings as discussed below. The maximum edge pressures induced by eccentric loading or overturning moments should not be allowed to exceed these recommended values. 2958-1-01 R.doc(09/19) 14 Panattoni Development Co. Inc. September 10,2019 Proposed Industrial Development,Tustin,California GPI Project No.2958.1 4.4.3 Minimum Footing Width and Embedment The following minimum footing widths and embedments are recommended for the corresponding allowable bearing pressure. STATIC BEARING MINIMUM FOOTING MINIMUM FOOTING* PRESSURE WIDTH EMBEDMENT (psf) (inches) (inches) 2,500 48 24 2,250 36 24 2,000 24 24 1,500 15 18 * Refers to minimum depth below lowest adjacent grade at the time of foundation construction. For minor structures, such as site walls, where we recommend a limited overexcavation and recompaction depth, we recommend a maximum allowable bearing capacity of 1,500 psf and a minimum footing width and depth of 24 inches. A minimum footing width of 15 inches should be used even if the actual bearing pressure is less than 1,500 psf. Because of the expansive nature of the on-site soils, we recommend a minimum footing depth of 18 inches. 4.4.4 Estimated Settlements For the building foundation loads anticipated, total static settlement of the heavily loaded column footings (100 kips) is expected to be on the order of 3/- to 1-inch. Maximum differential settlements between similarly loaded adjacent footings or along a 60-foot span of a continuous footing are expected to be about '/-inch. As previously stated, the conceptual grading plans currently indicate site grades will be raised approximately 2 to 3 feet within the building pad to meet the finished pad grades. When raising grades, we estimate an approximate settlement of/3-inch per foot of grade increase. Based on the proposed conceptual grading plan, this would result in approximately%-to 1-inch of areal settlement within the building pad (2 to 3 feet of grade increase). Overall, the total static settlement from both the anticipated foundation loads and the placement of additional fill soils to raise the building pad is expected to be on the order of 1'/4 to 2 inches. Potential seismic settlements presented in a previous section of this report should be added to these values when considering total settlements. The above estimates assume that the recommended earthwork will be performed and that the footings will be sized in accordance with our recommendations. 2958-1-01 R.doc(09/19) 15 Panattoni Development Co. Inc. September 10,2019 Proposed Industrial Development,Tustin,California GPI Project No.2958.1 Time-rate consolidation tests indicate the settlements anticipated will occur relatively slowly. Based on our analyses, about 50 percent of the total static settlements outlined will occur in about 6 months of the load application. The remaining settlement will occur over a longer term. Given the above anticipated settlements, we recommend that placement of concrete within the pour strips and diamond block-outs be delayed as long as possible (at least 30 days after loads are applied) to allow settlements to occur before connecting the floor slab to walls or columns. 4.4.5 Lateral Load Resistance Soil resistance to lateral loads will be provided by a combination of frictional resistance between the bottom of footings and underlying soils and by passive soil pressures acting against the embedded sides of the footings. For frictional resistance, a coefficient of friction of 0.27 may be used for design. In addition, an allowable lateral bearing pressure equal to an equivalent fluid weight of 250 pounds per cubic foot may be used, provided the footings are poured tight against compacted fill soils. These values may be used in combination without reduction. 4.4.6 Foundation Concrete Based on laboratory testing by HDR (Appendix C) soluble sulfate contents of the on-site soils were 740 mg/kg (0.0740 percent by weight). For the 2016 CBC, foundation concrete should conform to the requirements outlined by ACI 318, Section 19.3 for a negligible level of soluble sulfate exposure for soil (Category SO). The chloride content of the sample tested was 7.5 mg/kg (0.0075 percent by weight), which is considered to be low (Category Cl). 4.4.7 Footing Excavation Observation Prior to placement of steel and concrete, a representative of GPI should observe and approve footing excavations. 4.5 BUILDING FLOOR SLABS Slab-on-grade floors should be supported on granular (sandy) non-expansive, compacted soils or cement treated on-site soils as discussed in the "Material for Fill" section. Based on our subsurface explorations, suitable granular material is not anticipated to be available within the upper 5 feet below existing grades. The moisture content of the upper 24 inches of the compacted subgrade should be maintained at or above the optimum moisture content until covering. For elastic design of slabs-on-grade supporting sustained concentrated loads, a modulus of subgrade reaction (k) of 150 pounds per cubic inch (pounds per square inch per inch of deflection) may be used for imported granular soils. If the upper soils within the building 2958-1-01 R.doc(09/19) 16 Panattoni Development Co. Inc. September 10,2019 Proposed Industrial Development,Tustin,California GPI Project No.2958.1 pad are cement treated and properly compacted, a modulus of subgrade reaction (k) of 300 pounds per cubic inch may be used. The structural design should consider both long-term loads related to building operations and short-term construction loads. Although not anticipated under most of the building, a vapor/moisture retarder should be placed under slabs that are to be covered with moisture-sensitive floor coverings (parquet, vinyl tile, etc.). Currently, common practice is to use a 10 or 15 mil polyolefin product such as Stego Wrap for this purpose. Whether to place the concrete slab directly on the vapor barrier or place a clean sand layer between the slab and vapor barrier is a decision for the Project Architect, as it is not a geotechnical issue. If covered by sand, the sand layer should be about 2 inches thick and contain less than 5 percent by weight passing the No. 200 sieve. Based on our explorations and laboratory testing, the soils at the site are not suitable for this purpose. The function of the sand layer is to protect the vapor retarder during construction and to aid in the uniform curing of the concrete. This layer should be nominally compacted using light equipment. The sand placed over the vapor retarder should only be slightly moist. If the sand gets wet (for example as a result of rainfall or excessive moistening) it must be allowed to dry prior to placing concrete. Care should be taken to avoid infiltration of water into the sand layer after placement of the concrete slab, such as at slab cut-outs and other exposures. A sand layer is not required beneath the vapor retarder, but we take no exception if one is provided. It should be noted that the material used as a vapor retarder is only one of several factors affecting the prevention of moisture accumulation under floor coverings. Other factors include maintaining a low water to cement ratio for the concrete used for the floor slab, effective sealing of joints and edges (particularly at pipe penetrations), as well as excess moisture in the concrete. The manufacturer of the floor coverings should be consulted for establishing acceptable criteria for the condition of floor surface prior to placing moisture-sensitive floor coverings. The finished pad subgrade will either be cement-treated or consist of imported select soils and, as such, the potential of expansion of the finished subgrade will be minimal. However, given the anticipated area settlements caused by raising the pad grades, it may be prudent to reinforce the floor slab. 4.6 LATERAL EARTH PRESSURES Based on information available to us at the time this report was prepared, retaining walls up to 6 feet are planned. The following recommendations are provided for retaining walls less than 6 feet in height. We recommend that walls be backfilled with non-expansive (Expansion Index of 20 of less) granular (no more than 40 percent passing No. 200 U.S. standard sieve) soils. Based on our subsurface explorations, such material is not anticipated to be available within the upper 10 feet below existing grades. We anticipate import of select materials to be required, and the need for such materials should be noted on the project plans. Active earth pressures can be used for designing walls that can yield at least '/-inch laterally in 10 feet of wall height under the imposed loads. For level backfill comprised of on-site or imported granular soils, the magnitude of active pressures is equivalent to the 2958-1-01 R.doc(09/19) 17 Panattoni Development Co. Inc. September 10,2019 Proposed Industrial Development,Tustin,California GPI Project No.2958.1 pressures imposed by a fluid weighing 35 pounds per cubic foot (pcf). This pressure may also be used for the design of temporary excavation support. At-rest pressures should be used for restrained walls that remain rigid enough to be essentially non-yielding. At-rest pressures imposed by a fluid weighing 55 pounds per cubic foot should be used for drainedrag nular backfill. If the design of walls-below-grade or retaining walls will require seismic earth pressures to be included, we recommend a total lateral earth pressure of 55 pcf (active plus seismic). If walls are designed using the above at-rest pressure, total (static plus seismic) lateral earth pressure may be limited to that value. Walls subject to surcharge loads should be designed for an additional uniform lateral pressure equal to one-third and one-half the anticipated surcharge pressure for unrestrained and restrained walls, respectively. The wall backfill should be well-drained to relieve possible hydrostatic pressure or designed to withstand these pressures. A drain consisting of perforated pipe and gravel wrapped in filter fabric should be used. One cubic foot of rock should be used for each lineal foot of pipe. The fabric (non-woven filter fabric, Mirafi 140N or equivalent) should be lapped at the top. We prefer pipe and gravel drains to weep holes to avoid potential for constant flow of surface water in front of the wall. The Structural Engineer should specify the use of select, granular wall backfill on the plans. Wall footings should be designed as discussed in the "Foundations" section. 4.7 CORROSIVITY Resistivity testing of a representative sample of the on-site soils indicates that they are severely corrosive to buried ferrous metals. Soil corrosion with regards to foundation concrete was addressed in a prior section of this report. GPI does not practice corrosion protection engineering. If corrosion protection recommendations are required, a corrosion engineer such as HDR should be consulted to provide recommendations to protect these elements from corrosion. 4.8 DRAINAGE Positive surface gradients should be provided adjacent to structures to direct surface water run-off and roof drainage away from foundations and slabs toward suitable discharge facilities. Long-term ponding of surface water should not be allowed on pavements. We recommend that landscape planters be avoided immediately adjacent to the building. If planters are required, they should be provided with surface drains and planted with drought tolerant plants to reduce the potential for the infiltration of surface water beneath the building foundations and floor slab. 2958-1-01 R.doc(09/19) 18 Panattoni Development Co. Inc. September 10,2019 Proposed Industrial Development,Tustin,California GPI Project No.2958.1 4.9 EXTERIOR CONCRETE AND MASONRY FLATWORK The on-site clays have a high expansion index and are anticipated to shrink and swell in changes in moisture content. Exterior concrete and masonry flatwork should be supported on at least 18 inches of non-expansive, compacted fill or cement-treated treated soils. Prior to placement of concrete, the subgrade should be prepared as recommended in "Subgrade Preparation" section. The use of untreated clayey soils in the slab-subgrade should not be permitted. 4.10 PAVED AREAS R-value tests resulted in a selected sample having an R-value of 16. We used an R-value of 10 for design to allow for some variability in the exposed conditions. The California Division of Highways Design Method was used for design of the recommended preliminary pavement sections. These recommendations assume that the pavement subgrades will consist of existing near surface soils. The following pavement sections are recommended for typical distribution center traffic uses and untreated, on-site clay subgrade: UNTREATED SUBGRADE SOIL SECTION THICKNESS (inches) PAVEMENT AREA TRAFFIC INDEX ASPHALT/PORTLAND AGGREGATE CONCRETE BASE COURSE Asphalt Concrete Automobile Parking 4.0 3.0 7.0 Automobile Drives 5.5 3.5 10.0 Truck Drives 7.0 4.0 15.0 Portland Cement Concrete Automobile Parking 4.0 7.0 4.0 Automobile Drives 5.5 7.5 4.0 Truck Drives/Loading Dock Apron 1 7.0 1 8.0 4.0 To improve the pavement support characteristics of the on-site clays resulting in thinner pavement sections, cement treatment can be performed. We recommend that cement treatment in pavement areas consist of a treatment depth of at least 12 inches and 5 percent cement by unit-weight of soil (assumed 125 pcf). In areas with excessively wet subgrade soils, 18 inches of cement treatment may be required to stabilize the subgrade. The following pavement sections are recommended for typical distribution center traffic uses and cement-treated subgrade soil: 2958-1-01 R.doc(09/19) 19 Panattoni Development Co. Inc. September 10,2019 Proposed Industrial Development,Tustin,California GPI Project No.2958.1 CEMENT-TREATED SUBGRADE SOIL SECTION THICKNESS (inches) PAVEMENT AREA TRAFFIC INDEX ASPHALT/PORTLAND AGGREGATE CONCRETE BASE COURSE Asphalt Concrete Automobile Parking 4.0 3.0 4.0 Automobile Drives 5.5 3.0 6.0 Truck Drives 7.0 3.5 9.0 Portland Cement Concrete Automobile Parking 4.0 6.0 --- Automobile Drives 5.5 6.5 --- Truck Drives/Loading Dock Apron 1 7.0 1 7.0 --- The concrete used for paving should have a modulus of rupture of at least 490 psi (equivalent to an approximate compressive strength of 3,000 psi at the time the pavement is subjected to traffic). The pavement subgrade underlying the aggregate base should be properly prepared and compacted in accordance with the recommendations outlined under "Subgrade Preparation". If desired, we can evaluate the use of cement treatment of pavement subgrade to provide thinner pavement sections and more moisture resistant subgrade conditions beneath the pavement. The pavement base course should be compacted to at least 95 percent of the maximum dry density (ASTM D 1557). Aggregate base should conform to the requirements of Section 26 of the California Department of Transportation Standard Specifications for Class II aggregate base (three-quarter inch maximum) or Section 200-2 of the Standard Specifications for Public Works Construction (Green Book) for untreated base materials (except processed miscellaneous base). Cement-treatment of the subgrade will create a rigid section that is prone to developing shrinkage cracks. The cracks can cause stress concentrations in the asphalt surface and the development of reflective cracking in the asphalt. Placing a flexible material, like an aggregate base course, between the treated subgrade and asphalt pavement will provide stress relief and help minimize reflective cracking. We also recommend "micro-cracking" the cement-treated subgrade to provide a more flexible subgrade section and reduce the potential for reflective cracking. Micro-cracking is the process by which minute, subsurface cracks are generated in the cement-treated subgrade and is achieved by loading the cement-treated subgrade within 30 to 72 hours after initial cure and completion of compaction. The implementation of micro-cracking will help to minimize the development of shrinkage cracks while not impacting the pavement's overall structural capacity. Additional details on the micro-cracking process can be found in Section 301-3.4.13 of the 2018 Standard Specifications or Public Works Construction (Green Book). 2958-1-01 R.doc(09/19) 20 Panattoni Development Co. Inc. September 10,2019 Proposed Industrial Development,Tustin,California GPI Project No.2958.1 The above recommendations assume that the base course and compacted subgrade will be properly drained. The design of paved areas should incorporate measures to prevent moisture build-up within the base course which can otherwise lead to premature pavement failure. For example, curbing adjacent to landscaped areas should be deep enough to act as a barrier to infiltration of irrigation water into the adjacent base course. 4.11 SUBSURFACE INFILTRATION Current regulations require that storm water be infiltrated into the site soils of new developments, when possible. The soil types present at the site control the ability of water to infiltrate into the subgrade. Based upon our subsurface investigation, the subsurface natural soils underlying the site consist predominately of very moist to wet clays, which typically are inadequate to accept infiltration. Due to the presence of clayey soils and shallow groundwater, infiltration of stormwater is not considered feasible for the site. 4.12 GEOTECHNICAL OBSERVATION AND TESTING We recommend that a representative of GPI observe the earthwork during construction to confirm that the recommendations provided in our report are applicable during construction. The earthwork activities include grading, compaction of fills, subgrade preparation, pavement construction and foundation excavations. If conditions are different than expected, we should be afforded the opportunity to provide an alternate recommendation based on the actual conditions encountered. 2958-1-01 R.doc(09/19) 21 Panattoni Development Co. Inc. September 10,2019 Proposed Industrial Development,Tustin,California GPI Project No.2958.1 5.0 LIMITATIONS The report, exploration logs, and other materials resulting from GPI's efforts were prepared exclusively for use by Panattoni Development Co. Inc. and their consultants in designing the proposed development. The report is not intended to be suitable for reuse on extensions or modifications of the project or for use on any project other than the currently proposed development, as it may not contain sufficient or appropriate information for such uses. If this report or portions of this report are provided to contractors or included in specifications, it should be understood that they are provided for information only. This report cannot be utilized by another entity without the express written permission of GPI. This report is an instrument of our services and remains the property of GPI. Soil deposits may vary in type, strength, and many other important properties between points of exploration due to non-uniformity of the geologic formations or to man-made cut and fill operations. While we cannot evaluate the consistency of the properties of materials in areas not explored, the conclusions drawn in this report are based on the assumption that the data obtained in the field and laboratory are reasonably representative of field conditions and are conducive to interpolation and extrapolation. Furthermore, our recommendations were developed with the assumption that a proper level of field observation and construction review will be provided during grading, excavation, and foundation construction by GPI. If field conditions during construction appear to be different than is indicated in this report, we should be notified immediately so that we may assess the impact of such conditions on our recommendations. If construction phase services are performed by others, they must accept full responsibility (as Project Geotechnical Engineer) for all geotechnical aspects of the project, including this report. Our investigation and evaluations were performed using generally accepted engineering approaches and principles available at this time and the degree of care and skill ordinarily exercised under similar circumstances by reputable Geotechnical Engineers practicing in this area. No other representation, either expressed or implied, is included or intended in our report. Respectfully submitted, Geotechnical Professionals Inc. � - co pFESSr Dylan J. Boyle, P.E. Nc� 30638 1,n Paul R. Schade, G.E. No.2371 m Project Engineer PrincipalC101 J g � * p gpQ`y `� orsCH�ti � ` C A1-1FOF CAL\�'3¢ 2958-1-01 R.doc(09/19) 22 Panattoni Development Co. Inc. September 10,2019 Proposed Industrial Development,Tustin,California GPI Project No.2958.1 REFERENCES American Society of Civil Engineers (ASCE) (2010), "Minimum Design Loads for Buildings and Other Structures," ASCE/SEI 7-10 California Department of Conservation, Division of Mines and Geology (1998), "Seismic Hazard Zone Report for the Tustin 7.5-Minute Quadrangles, Los Angeles County, California," Seismic Hazard Zone Report 012, 1998. California Department of Conservation, Division of Mines and Geology, Seismic Hazard Zone Map, Tustin Quadrangle, released January 17, 2001 . California Department of Conservation, Division of Mines and Geology (1997), "Special Publications 117: Guidelines for Evaluating and Mitigating Seismic Hazards in California." California Office of Statewide Health Planning and Development (OSHPD), Seismic Design Maps Website, https://seismicmaps.orq/ Historical Aerials, Aerial Photography from the Past and Present, Photographs from 1946 to 2016, USGS Topographic Maps from 1912, www.historicaerials.com, National Environmental Title Research, LLC United States Geological Survey (2014), 2008 National Seismic Hazard Maps, Source Parameters, https://earthquake.usgs.gov/cfusion/hazfauIts 2008 search/query main.cfm 2958-1-01 R.doc(09/19) �7ti� 3� r.Nan R a �rJrYy Fj� Q ;sz [.,Sr.�" '•!3o I....., a� r ca ' •• `a°�n.,i "�,:;. k\C�m.na aeei e%�ng4Nrf ,.. ".\ p l �A k , Tustin M crket o-; (y1aCe ' 11 u LM P 41, a 3 , „ a CA 261 To 2;99� vugy r - ZP ' - � BEC1MOr1 �^ a `"e+'F _ ,fir•,. ^'�� bA .�4y ,.,;1 •�, Hrgfl$tht 01 0.• vai ,�•tve ue ' p� �yC r c a� L ry�d� m, 9 t a w F N 1114 h* rhe colony • � .. A U.rdf.uf •YsY4 +7 �l SITET n.. LOCATION o 'rT: `o„t.. College �, -frv,✓+e Crrnvrx Park o I �.. %f. �"Fiw �- SCnpPi ��� �� r� °F / , . \ ''4 y•j dry � N� '�pt P.. , r ` ". $rneti Ra+bT 'D lop d' 8" �*�'' - y^tb u + k. ro•�,. � EI Camino Re r � �rWe+ 4chanl a !' Westpark e i F° 0 2000 4000 FEET BASE MAP REPRODUCED FROM USGS 7.5'TOPO MAPS(WGS84 USNG ZONE 11SMT)©CALTOPO GEOTECHNICAL PROFESSIONALS, INC. SITE LOCATION MAP PANATTONI TUSTIN GPI PROJECT NO.:2958.1 SCALE: 1"=2000' FIGURE 1 �t 24 --- �� B 1j " C 4_ ;t rr =m'''are arra ,'�� J ieva�s) (eea,�) les7�i f55A2„ - ;I:z N.A. jiltz 7. lJti � B-s I. 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(1ry 15X I C-9 PL EA EMT '' ` PROTECT EMT cW5 $9.16 Fl K RAMP p Tk`a h':A FIRE HYDPANT (9)R16FRS 6-9/15 B� 6 CM957 CO_C � W Pw] 1 R �� i0 RDAIIN '. - f_.i 16NG6) 65.1411 14'5kNPaRiY WAR R A �- �d .lbs'c 6,4 C 61i67C l 63,20FL En'x .- 1 RE AM (65.71) 635176 '�� PROTECT BET x SY NG al 63.1IR FH IN PL4� LSA' - Fl,tGE V VRCIECT I ty5 NO vwLTIN wars EXPLANATION 4've�� FK4T DRAIN 6', 63.5'INV 63438 /� APPROXIMATE LOCATION AND NUMBER NG " :/ � .�:; / B-1 OF EXPLORATORY BORING as / APPROXIMATE LOCATION AND NUMBER C-2 OF CONE PENETRATION TEST APPROXIMATE LIMITS OF EXISTING BUILDING 0 100 200 FEET BASE PLAN REPRODUCED FROM CONCEPTUAL GRADING PLAN PREPARED BY THIENES ENGINEERING,INC.:DATED JUNE 5,2019 GEOTECHNICAL PROFESSIONALS, INC. CONCEPTUAL GRADING PLAN PANATTONI-FULLMER TUSTIN GPI PROJECT NO.:2958.1 SCALE: 1"=100' FIGURE 4 APPENDIX A Panattoni Development Co. Inc. September 10,2019 Proposed Industrial Development,Tustin,California GPI Project No.2958.1 APPENDIX A CONE PENETRATION TESTS The subsurface conditions were investigated by performing ten Cone Penetration Tests (CPT's) at the site. The soundings were advanced to depths of 20 to 60 feet below existing grades, with one CPT refusing at a depth of 14 feet on dense subsurface soils. The locations of the CPT's are shown on the Existing and Proposed Site Plans, Figures 2 and 3, respectively. The Cone Penetration Test consists of pushing a cone-tipped probe into the soil deposit while simultaneously recording the cone tip resistance and side friction resistance of the soil to penetration (refer to Figure A-1). The CPT's described in this report were conducted in general accordance with ASTM specifications (ASTM D 5778) using an electric cone penetrometer. The CPT equipment consists of a cone assembly mounted at the end of a series of hollow sounding rods. A set of hydraulic rams is used to push the cone and rods into the soil while a continuous record of cone and friction resistance versus depth is obtained in both analog and digital form at the ground surface. A specially designed truck is used to transport and house the test equipment and to provide a 30-ton reaction to the thrust of the hydraulic rams. Data obtained during a CPT consists of continuous stratigraphic information with close vertical resolution. Stratigraphic interpretation is based on relationships between cone tip resistance and friction resistance. The calculated friction ratio (CPT friction sleeve resistance divided by cone tip resistance) is used as an indicator of soil type. Granular soils typically have low friction ratios and high cone resistance, while cohesive or organic soils have high friction ratios and low cone resistance. These stratigraphic material categories form the basis for all subsequent calculations, which utilize the CPT data. Computer plots of the reduced CPT data acquired for this investigation are presented in Figures A-2 to A-11 of this appendix. The field testing and computer processing for the current investigation was performed by Kehoe Testing under subcontract to Geotechnical Professionals Inc. (GPI). The interpreted soil descriptions were prepared by GPI. The CPT locations were laid out in the field by measuring from existing features at the site. The ground surface elevations at the CPT locations were estimated from an ALTA topographic survey prepared by Thienes Engineering, Inc. dated May 2019. 2958-1-01X.doc(09/19) A-1 ELECTRIC CABLE QUAD RING ■ FRICTION SLEEVE STRAIN GAGES ■ I QUAD RING CONE I It, PROFESSIONALS, INC. CONE PENETROMETER FIGURE A-1 DEPTH FRICTION CONE RESISTANCE FRICTION INTERPRETED ELEV. (feet) OSS OSS RATIO(%) SOILDESCRIPTION (FEET) 6 4 2 0 50 100 150 200 250 300 350 0 2 4 6 8 CLAY(CL)firm to stiff 60 5. .................... ..... . .................. .................... ..... ..... ... .............. SANDY CLAY(CL)firm to stiff 55 10. ......*.................. .................. ....... ............... CLAY(CL)stiff to very stiff 50 z GRAVEL(GW) 15 ..... .............:... . ..... .................. .................... .... .................... ... with sand,dense CLAY(CL)soft to firm 45 20. ..... .................. ....... ............... 0 25. .......:.......:...... .. .. .. .. .................... .................... ..... ....... ... ..... 24 feet,stiff to very stiff 35 30. ..................... ... ... ................... ............ @ 30 feet, hard @ 33 feet,stiff to very stiff 30 35 ..... .............:.. .. ... .............. .................... ..... . . ..... 25 40. ................... ............ ......*. .......... SANDY CLAY(CL)hard CLAY(CL)very stiff 20 45. ..... ........... ...... ..... ........... .................... ...... .......... ..... . . SILTY SAND(SM)and SAND(SP) very dense '15 50. ..... .............. ................ ..... .. . ....................... . 210 55. ..... .......:.... ...... ..... ............. ............ ..... .. ..................... ...... . 60 ....................... ........................ ....... Terminated @ 60 feet 65 .......:.......:.......:..... ........................... .......................... .......................... 5 70. ..... .............:..... .......................... ......................... ......................... -10 75. ........................... ........................... ........................... ........................... -15 80 Date perform ed:8-8-19 This aS summary applies only at the location of this cone penetration test PROJECT NO.:2958.1 at PANATTONI TUSTIN he time 0� and the exploration. Subsurface conditions may differ at qhMW or other locations and may change at this location with the passage of time. The interpreted soil description is derived from the friction ratio and cone resistance and is a simplification of actual conditions encountered. LOG OF CPT NO. C-1 I FIGURE A-2 DEPTH FRICTION CONE RESISTANCE FRICTION INTERPRETED ELEV. (feet) OSS OSS RATIO(%) SOILDESCRIPTION (FEET) 6 4 2 0 50 100 150 200 250 300 350 0 2 4 6 8 CLAY(CL)firm to stiff 65 5. .................... ... . . ... .................. ........................ ..... ........ ......... 60 CLAYEY SAND(SC)loose 10. ........................ . . ........................ ........ .......... CLAY(CL)firm to stiff 55 15. .....:................... .... .................... .................... ..... ................... @ 14 feet,soft to firm - 50 @ 17 feet, lens of clayey sand 20. ..... ............ ......................... ........ ............. @ 20 feet,firm to stiff 45 25 ..... .............:... . .......................... .................... .. .................. 40 Layered: C 30- ..... ................ .................. ......*.......... .... . LAYEY SAND(SC)and SANDY CLAY(CL)dense and 35 hard - 35. .......:.......:...... ... . . ... .................... .................... .............. ... CLAY(CL)very stiff 30 40. ......................... . .................. 25 45. ..... ............. .. . .. ................ :..................... ..... 20 Layered CLAY(CL)and CLAYEY SAND(SC)very stiff to hard and 50 ................... .... .... ................. ......*............ ..... ....... .......... medium dense 15 55. .......:...... .... ..... ..... ... . ........ .................... ..... ......... ..... . 10 60. ........................ .. ...................... ......................... ...... Terminated @ 60 feet 5 65. .......:.......:.......:..... ........................... ........................ ........................... 70. ......................... ......................... ......................... ......................... 75 ..............:.......:..... .......:.................... ............ 0 ............... ........................... 1 801 Date perform ed:8-8-19 This aS summary ap lies only at the location of this cone penetration test PROJECT NO.:2958.1 at PANATTONI TUSTIN he time 0� and the exploration. Subsurface conditions may differ at or other locations and may change at this location with the passage of time. The interpreted soil description is derived from the friction ratio and cone resistance and is a simplification of actual conditions encountered. LOG OF CPT NO. C-2 FIGURE A-3 DEPTH FRICTION CONE RESISTANCE FRICTION INTERPRETED ELEV. (feet) OSS OSS RATIO(%) SOILDESCRIPTION (FEET) 6 4 2 0 50 100 150 200 250 300 350 0 2 4 6 8 CLAY(CL)very stiff - 65 5. .................... ..... . .................. .................... ..... ........................... 60 10. ......*.................. . ....................... .......................... ............ 55 15. .......:.......:...... ..... . .................. .................... ..... ................... ..... 50 @ 18 feet,very stiff 20. ..... ............. .... ......................... .......................... ............ ............. @ 20 feet,stiff - 45 ...... ............... 25. ..... .......:......... ................. ................... @ 25 feet, lens of sand @ 26 feet,very soft -40 @ 28 feet,very stiff 30. ..... .................. ... ...................... ......:............:...... ............. :..... 35 35. ..... .......:.......:.. .. ... ................ .................... ..... ........ .... -30 @ 38 to 40 feet, lens of sandy clay 40. ..... .... ....... 25 45. ................... . .... ..... ...... ......... .................... ... .................. . @ 45 feet, lens of clayey and s 20 50. ................... ..... .......... ............. .. .................... .. @ 49 feet, lens of clayey sand 5 I of clayey sand 55. ..... .................. ..... ................. .................. ..... ..... .............. @ 54 feet, 0 60. ....................... ......................... ......................... Terminated @ 60 feet 5 65. .......:.......:.......:..... ........................... ........................... ........................... 10 70. ......................... ......................... ......................... ......................... -5 75. .......:.................... ........................... ........................ ........................... 10 801 Date perform ed:8-8-19 This summary applies only at the location of this cone penetration test PROJECT NO.:2958.1 and at the time of the exploration. Subsurface conditions may differ at TONT TUSTIN other locations and may change at this location with the passage of time. The interpreted soil description is derived from the friction ratio and cone resistance and is a simplification of actual conditions encountered. LOG OF CPT NO. C-3 FIGURE A-4 DEPTH FRICTION CONE RESISTANCE FRICTION INTERPRETED ELEV. (feet) OSS OSS RATIO(%) SOILDESCRIPTION (FEET) 6 4 2 0 50 100 150 200 250 300 350 0 2 4 6 8 CLAY(CL)firm to stiff 60 5. .................... .... .................... .................... ..... .............. .......... SAND(SP)dense 55 10. ..................... ... . ......*............ ..... .. 13 feet,very dense 50 15. ..... ............. ..... ..... .................... ........................ ..... .................... Refusal @ 14 feet 5 20 ..... .................. ..... .... ........................ 40 25. ..... .......:.......:..... ..... .................... .................... .......................... 35 30. ..... 30 35. ..... .......:.......:..... ..... .................... .................... ..... ................... 25 40. ..... 20 45. ..... .......:.......:..... ..... .................... .................... ..... .................... 5 50. ..... '10 55. ..... .......:.......:..... ..... .................... .................... ..... .................... 60. ..... .............:..... ......................... ......................... ......................... 65. .......:.......:.......:..... .......:.................... ........................... ........................... 70. ..... .............:..... ......................... ......................... ......................... -10 75. ........................... ........................... ........................... ........................... -15 80 . . . Date perform ed:8-8-19 This aS summary ap lies only at the location of this cone penetration test PROJECT NO.:2958.1 at PANATTONI TUSTIN he time 0� and the exploration. Subsurface conditions may differ at or other locations and may change at this location with the passage of time. The interpreted soil description is derived from the friction ratio and cone resistance and is a simplification of actual conditions encountered. LOG OF CPT NO. C-4 FIGURE A-5 DEPTH FRICTION CONE RESISTANCE FRICTION INTERPRETED ELEV. (feet) OSS OSS RATIO(%) SOILDESCRIPTION (FEET) 6 4 2 0 50 100 150 200 250 300 350 0 2 4 6 8 CLAY(CL)stiff 65 5. .......:............... .. .. .. .................. .................... ........... ........... 60 10. ............. ............ ......*................... .............. .......... ........ .................................. .......... . ...... .......... :-iL----- ----- 55 SILTY SAND(SM)medium dense .......... ............. . ..... 15 ..... .............:. .... .................... ......... ..... . .................. LE Ato dense SAND(SP)very dense,with gravel 50 CLAY(CL)firm to stiff ....... .. ...................... ......................... ...................* 20. ..... ........... ..... . ................ - Terminated @ 20 feet 45 25. .......:.......:...... ..... .................... .................... ..... ..... ............. 0 30 ......................... .......................... .......................... .......................... - 35 35. .......:.......:...... ..... .................... .................... ..... .................... 0 40. ......................... ......................... .......................... ......................... - 25 45. .......:.......:...... ..... .................... .................... ..... .................... 20 50. ......................... .......................... .......................... .......................... - '15 55. .......:............. ..... .................... .................... ..... .................... 0 60. ......................... ......................... .......................... ......................... 65. .......:.......:.......:..... ........................... ........................... ........................... 70. ......................... .......................... .......................... .......................... 5 75. .......:.................... ........................... ........................... ........................... -10 80 Date perform ed:8-8-19 This aS summary ap lies only at the location of this cone penetration test PROJECT NO.:2958.1 at PANATTONI TUSTIN he time 0� and the exploration. Subsurface conditions may differ at or other locations and may change at this location with the passage of time. The interpreted soil description is derived from the friction ratio and cone resistance and is a simplification of actual conditions encountered. LOG OF CPT NO. C-5 FIGURE A-6 DEPTH FRICTION CONE RESISTANCE FRICTION INTERPRETED ELEV. (feet) OSS OSS RATIO(%) SOILDESCRIPTION (FEET) 6 4 2 0 50 100 150 200 250 300 350 0 2 4 6 8 CLAY(CL)firm to stiff 65 5. .................... .... .................... .................... ..... ............. .... ..... 60 10. ..... @ 9 feet,very stiff 55 15 ..... .............:..... . ... ............ ..... ............ ..... ... ............... ..... . ... @ 15 feet, lens of sandy clay 50 Fill 20. ..... .................. ......*............ ......*............ ....... ...... .......................... Terminated @ 20 feet 5 25. .......:.......:...... ..... .................... .................... ..... .................... ..... 40 30 ......................... .......................... .......................... .......................... 35 35. .......:.......:...... ..... .................... .................... ..... .................... ..... 30 40. ......................... ......................... .......................... ......................... 25 45 .......:.......:...... ..... .................... .................... ..... .................... 20 50 ......................... .......................... .......................... .......................... 5 55. .......:............. ..... .................... .................... ..... .................... 0 60 ..... .................. .......................... .......................... ......................... 65. .......:.......:.......:..... ........................... ........................... ........................... 70. ..... .............:..... ......................... ......................... ......................... 75. ....................... .... ......................... ........................... ........................... 80 Date perform ed:8-8-19 This aS summary ap lies only at the location of this cone penetration test PROJECT NO.:2958.1 at PANATTONI TUSTIN he time 0� and the exploration. Subsurface conditions may differ at or other locations and may change at this location with the passage of time. The interpreted soil description is derived from the friction ratio and cone resistance and is a simplification of actual conditions encountered. LOG OF CPT NO. C-6 FIGURE A-7 DEPTH FRICTION CONE RESISTANCE FRICTION INTERPRETED ELEV. (feet) OSS OSS RATIO(%) SOILDESCRIPTION (FEET) 6 4 2 0 50 100 150 200 250 300 350 0 2 4 6 8 CLAY(CL)firm to stiff - 65 5. .......:................ . . .................. .................... ..... ..... ............ ...... 60 10. .......................... ..... ............ ..... .......... 55 15 . ..... ........... ..... ..... ............... ....................:..... ... .............. SAND(SP)dense,w50 ith gravel @ 17 feet,very dense - 20. ..... ............. ......*............ ..... ..... ........... Terminated @ 20 feet 45 25 ..... ................... ..... .................... .................... .................. 40 30 ..... .... ........................ 35 35. ..... .................... ..... .................... .................... .................. 30 40. ..... 25 45. ..... .......:.......:..... ..... .................... .................... ..... ................... 20 50. ..... 5 55. ..... .......:.......:..... ..... .................... .................... ..... .................... 10 60. ..... .............:..... ......................... ......................... ......................... 65. .......:.......:.......:..... .......:.................... ........................... ........................... 70. ..... .............:..... ......................... ......................... ......................... 5 75 .......................... ........................... ........................... ........................... 10 801 Date perform ed:8-8-19 This aS summary ap lies only at the location of this cone penetration test PROJECT NO.:2958.1 at PANATTONI TUSTIN he time 0� and the exploration. Subsurface conditions may differ at or other locations and may change at this location with the passage of time. The interpreted soil description is derived from the friction ratio and cone resistance and is a simplification of actual conditions encountered. LOG OF CPT NO. C-7 FIGURE A-8 DEPTH FRICTION CONE RESISTANCE FRICTION INTERPRETED ELEV. (feet) OSS OSS RATIO(%) SOILDESCRIPTION (FEET) 6 4 2 0 50 100 150 200 250 300 350 0 2 4 6 8 CLAY(CL)very stiff 5. .................. ..... ..... .................... ........................ ..... .................... 65 @ 7 feet,firm to stiff 10. ..... ................. . ....... .... ......*..... ........... 60 15 .......:.......:.......:.... ..... .................. .................. ................. ........ 55 AND(SP)dense,with gravel S ................ ............... 20 ......... ..... .....L ..... ........ 50 Terminated @ 20 feet 25. .......:.......:...... ..... .................... .................... ..... .....:.............. ..... 5 30. ......................... .......................... .......................... ......................... 40 35. .......:.......:...... ..... .................... .................... ..... .................... 5 40. ..... .................. .......................... .......................... .......................... 30 45 ..... .................. .................... .................... ..... .................... 5 50. ..... .... ......*............ ..... 20 55. ..... .................. ..... .................. .................... .................. 5 60. ..... .............:..... ......................... ......................... ...................:..... '10 65. .......:.......:.......:..... .......:.................... ........................... .......................... 70. ..... .............:..... ......................... ......................... ......................... 75. .......:.......:.......:..... .......:.................... ........................... ........................... 5 F-1 0 80 Date perform ed:8-8-19 This aS summary ap lies only at the location of this cone penetration test PROJECT NO.:2958.1 at PANATTONI TUSTIN he time 0� and the exploration. Subsurface conditions may differ at or other locations and may change at this location with the passage of time. The interpreted soil description is derived from the friction ratio and cone resistance and is a simplification of actual conditions encountered. LOG OF CPT NO. C-8 FIGURE A-9 DEPTH FRICTION CONE RESISTANCE FRICTION INTERPRETED ELEV. (feet) OSS OSS RATIO(%) SOILDESCRIPTION (FEET) 6 4 2 0 50 100 150 200 250 300 350 0 2 4 6 8 CLAY(CL)very stiff 65 5. .................... .. .. .................... .................... ..... ..... ..... . ............ 60 10 .................. ..... ......*.... .............. @ 9 feet,stiff to very stiff . ......*................ . ......................... 55 15. ..... .......:.......:..... ..... .................... .................... ..... ....... 50 20. ..... Terminated @ 20 feet 45 25 .......:.............:..... ..... .................... .................... ..... ............. 0 30. ......................... .......................... 35 35 .................... .................... ..... .................... . ..... ............ ..... .... . 0 40 ......................... ......................... ....................... 25 45. .......:.......:...... ..... .................... .................... ..... ..... ............ ..... 0 50. ......................... .......................... .......................... ........................ - '15 55. .......:............. ..... .................... .................... ..... .................... ..... 0 60. ......................... .......................... .......................... ......................... 65. .......:.......:.......:..... ........................... ........................... ........................... 70. ......................... .......................... .......................... ......................... 75. .......:.................... ........................... ........................... ........................... 10 80 Date perform ed:8-8-19 This aS summary ap lies only at the location of this cone penetration test PROJECT NO.:2958.1 at PANATTONI TUSTIN he time 0� and the exploration. Subsurface conditions may differ at qb=v or other locations and may change at this location with the passage of time. The interpreted soil description is derived from the friction ratio and cone resistance and is a simplification of actual conditions encountered. LOG OF CPT NO. C-9 I FIGURE A-10 DEPTH FRICTION CONE RESISTANCE FRICTION INTERPRETED ELEV. (feet) OSS OSS RATIO(%) SOILDESCRIPTION (FEET) 6 4 2 0 50 100 150 200 250 300 350 0 2 4 6 8 CLAY(CL)stiff to very stiff 65 5. .......:................. .. .. .. .... ..... ............... .............. .................... ...... 60 10. ......*................. . ....... 55 15. .......:.......:.......:.... .....:.................... ......:.................... ..... ........... 50 @ 17 feet,very soft @ 18 feet,very stiff 20. ..... ............:.. .. ..........: .......F....: ......... ......... ...... Terminated @ 20 feet 5 25. .......:.......:...... ..... ..... .................... .................... ..... ............. 0 30. ......................... .......................... ..................... - 35 35. .......:.......:...... ..... ..... ..................... .................... ..... .................... 30 40. ......................... .......................... .......................... ......................... - 25 45. .......:.......:...... ..... .................... .................... ..... .................... 20 50. ......................... .......................... .......................... ......................... 5 55. .......:............. ..... .................... .................... ..... .................... '10 60. ..... .................. .......................... .......................... ......................... 65 .......:.................. ........................... ........................... ........................... 70. ..... .............:..... ......................... ......................... ......................... 5 75. ....................... .... ......................... ........................... ........................... -10 80 Date perform ed:8-8-19 This aS summary ap lies only at the location of this cone penetration test PROJECT NO.:2958.1 at PANATTONI TUSTIN he time 0� and the exploration. Subsurface conditions may differ at qb=v or other locations and may change at this location with the passage of time. The interpreted soil description is derived from the friction ratio and cone resistance and is a simplification of actual conditions encountered. LOG OF CPT NO. C-1 0 1 FIGURE A-11 APPENDIX B Panattoni Development Co. Inc. September 10,2019 Proposed Industrial Development,Tustin,California GPI Project No.2958.1 APPENDIX B EXPLORATORY BORINGS The subsurface conditions at the site were investigated by drilling and sampling six exploratory borings. The borings were advanced to depths of about 20 to 50 feet below the existing ground surface. The exploration location is shown on the Existing and Proposed Site Plans, Figures 2 and 3, respectively. The borings were drilled using truck-mounted hollow-stem auger equipment. Relatively undisturbed samples were obtained using a brass-ring lined sampler(ASTM D 3550). The brass-rings have an inside diameter of 2.42 inches. The ring samples were driven into the soil by a 140-pound hammer dropping 30 inches. The number of blows needed to drive the sampler into the soil was recorded as the penetration resistance. At selected locations, disturbed samples were obtained using a split-spoon sampler by means of the Standard Penetration Test (SPT, ASTM D 6066). The spoon sampler was driven into the soil by a 140-pound hammer dropping 30 inches, employing two turns of rope around the cathead. After an initial seating drive of 6 inches, the number of blows needed to drive the sampler into the soil a depth of 12 inches was recorded as the penetration resistance. These values are the raw uncorrected blowcounts. The field explorations for the investigation were performed under the continuous technical supervision of GPI's representative, who visually inspected the site, maintained detailed logs of the borings, classified the soils encountered, and obtained relatively undisturbed samples for examination and laboratory testing. The soils encountered in the borings were classified in the field and through further examination in the laboratory in accordance with the Unified Soils Classification System. Detailed logs of the borings are presented in Figures B-1 to B-6 in this appendix. The boring location was laid out in the field by measuring from existing features at the site. Upon completion, the boring was backfilled with the excavated soil cuttings. The ground surface elevations at the boring locations were estimated from an ALTA topographic survey prepared by Thienes Engineering, Inc. dated May 2019. 2958-1-01X.doc(09/19) B-1 } zw� w Z°o _ DESCRIPTION OF SUBSURFACE MATERIALS o- ~� w U <H� w aw Qw w CO a w This summary applies only at the location of this boring and at the time of drilling. wLL 0 w w O 2 Subsurface conditions may differ at other locations and may change at this w o a m < location with the passage of time.The data presented is a simplification of actual conditions encountered. B 0 2.5-Inch AC over 6-Inch BASE Fill: CLAY(CL) brown, very moist, stiff 21.4 97 13 D 0 60 29.1 92 15 D 5 Natural: CLAY(CL) dark brown, wet, stiff 18.3 106 15 D SANDY CLAY(CL) brown, very moist to wet, stiff, traces clay 55 17.4 111 19 D 10 @ 10 feet, moist CLAY(CL) brown, very moist, stiff -0 50 GRAVEL(GW) grey-brown, wet, medium dense, 8.8 125 31 D 15 with sand CLAY(CL) brown, very moist, firm to stiff 45 31.8 90 12 D 20 @ 20 feet, wet 40 21.3 8 S 25 @ 25 feet, very moist 35 24.2 103 29 D 30 @ 30 feet, orange-red, very moist to wet, very stiff, trace sand 30 21.4 11 S 35 @ 35 feet, very moist, stiff, trace sand 25 SAMPLE TYPES DATE DRILLED: © Rock Core 8-7-19 PROJECT NO.: 2958.1 ❑S Standard Split Spoon EQUIPMENT USED: r PANATTONI TUSTIN ❑D Drive Sample 8"Hollow Stem Auger © Bulk Sample GROUNDWATER LEVEL(ft): LOG OF BORING NO. B-1 ❑ Tube Sample T 11'3"p FIGURE B-1 } zw� w Z°o _ DESCRIPTION OF SUBSURFACE MATERIALS o- ~� w U <H� w aw Qw w CO a w This summary applies only at the location of this boring and at the time of drilling. wLL 0 w w O 2 Subsurface conditions may differ at other locations and may change at this w o a m < location with the passage of time.The data presented is a simplification of actual conditions encountered. 20.8 108 12� D 40 SANDY CLAY(CL) light brown, wet, firm to stiff CLAY(CL) brown, wet, firm to stiff 20 14.7 23 S 45 SILTY SAND(SM) brown, very moist, medium dense, with lens of clay 15 15.3 117 76 D 50 @ 49 feet, very dense Total Depth 50 feet SAMPLE TYPES DATE DRILLED: © Rock Core 8-7-19 rME2' PROJECT NO.: 2958.1 ❑S Standard Split Spoon EQUIPMENT USED: r PANATTONI TUSTIN ❑D Drive Sample 8"Hollow Stem Auger © Bulk Sample GROUNDWATER LEVEL(ft): LOG OF BORING NO. B-1 ❑T Tube Sample 11'3" FIGURE B-1 } zw� w Z°o _ DESCRIPTION OF SUBSURFACE MATERIALS o- ~� w U <H� w aw Qw w CO a w This summary applies only at the location of this boring and at the time of drilling. wLL 0 w w O 2 Subsurface conditions may differ at other locations and may change at this w o a m < location with the passage of time.The data presented is a simplification of actual 0 conditions encountered. 5-Inch AC over 9-Inch BASE 65 Natural: CLAY(CL) brown, very moist to wet, very stiff 25.0 98 23 D 35.6 85 15 D 5 @ 5 feet, dark brown, wet, stiff 60 26.2 94 14 D CLAYEY SAND(SC) brown, moist to very moist, 13.1 115 36 D 10 medium dense 55 CLAY(CL) brown, very moist, stiff 18.7 108 25 D 15 CLAYEY SAND(SC) brown, very moist, medium dense 50 CLAY(CL) brown, very moist, stiff 32.6 90 13 D 20 @ 20 feet, wet 45 Total Depth 21 feet SAMPLE TYPES DATE DRILLED: © Rock Core 8-7-19 rME2' PROJECT NO.: 2958.1 ❑S Standard Split Spoon EQUIPMENT USED: r PANATTONI TUSTIN ❑D Drive Sample 8"Hollow Stem Auger © Bulk Sample GROUNDWATER LEVEL(ft): LOG OF BORING NO. B-2 ❑T Tube Sample 16 FIGURE B-2 } zw� w Z°o _ DESCRIPTION OF SUBSURFACE MATERIALS o- ~� w U <H� w aw Qw w CO a w This summary applies only at the location of this boring and at the time of drilling. wLL 0 w w O 2 Subsurface conditions may differ at other locations and may change at this w o a m < location with the passage of time.The data presented is a simplification of actual conditions encountered. B 0 4-Inch AC over 7-Inch BASE Fill: CLAY(CL) dark brown, wet, very stiff 65 26.3 91 26 D 22.2 101 26 D 5 Natural: CLAY(CL) dark brown, very moist, very stiff 60 30.7 88 15 D @ 7 feet,wet, stiff, white streaks @ 10 feet, light brown, very moist, very stiff, trace sand 19.0 106 25 D 10 and gravel 55 18.5 107 15 D 15 @ 15 feet, very moist, stiff 50 26.7 97 12 D 20 @ 20 feet, brown, wet, firm to stiff 45 19.4 110 8 D 25 @ 25 feet, light brown, very moist, firm 40 19.4 10 S 30 @ 30 feet, stiff, trace sand 35 20.2 112 32 D 35 @ 35 feet, light brown with orange brown streaks, very stiff, trace sand 30 SAMPLE TYPES DATE DRILLED: © Rock Core 8-7-19 PROJECT NO.: 2958.1 ❑S Standard Split Spoon EQUIPMENT USED: r PANATTONI TUSTIN ❑D Drive Sample 8"Hollow Stem Auger © Bulk Sample GROUNDWATER LEVEL(ft): LOG OF BORING NO. B-3 ❑T Tube Sample 18'8" FIGURE B-3 } zw� w Z°o _ DESCRIPTION OF SUBSURFACE MATERIALS o- ~� w U <H� w aw Qw w CO a w This summary applies only at the location of this boring and at the time of drilling. wLL 0 w w O 2 Subsurface conditions may differ at other locations and may change at this w o a m < location with the passage of time.The data presented is a simplification of actual conditions encountered. 26.7 12� D 40 @ 40 feet, brown with orange-grey streaks, very moist to wet, stiff, interbedded clayey sand 25 8.8 122 68 D 45 SILTY SAND(SM) brown, moist to very moist, dense, medium grained 20 CLAY(CL) brown, wet, stiff, interbedded clayey sand 33.5 14 S 50 Total Depth 50 feet SAMPLE TYPES DATE DRILLED: © Rock Core 8-7-19 rME2' PROJECT NO.: 2958.1 ❑S Standard Split Spoon EQUIPMENT USED: r PANATTONI TUSTIN ❑D Drive Sample 8"Hollow Stem Auger © Bulk Sample GROUNDWATER LEVEL(ft): LOG OF BORING NO. B-3 ❑T Tube Sample 18'8" FIGURE B-3 } zw� w Z°o _ DESCRIPTION OF SUBSURFACE MATERIALS o- ~� w U <H� w aw Qw w CO a w This summary applies only at the location of this boring and at the time of drilling. wLL 0 w w O 2 Subsurface conditions may differ at other locations and may change at this w o a m < location with the passage of time.The data presented is a simplification of actual 0 conditions encountered. 3-Inch AC over 10-Inch BASE 25.6 95 24 D Fill: CLAY(CL) brown, very moist to wet, very stiff 65 30.4 87 33 D Natural: CLAY(CL) dark brown, wet, very stiff, trace porosity 5- 21.7 99 27 D @ 6 feet, orange, very moist 60 27.0 92 21 D 10 @ 9 feet, dark brown, wet, stiff to very stiff 55 20.0 107 12 D 15 @ 14 feet, light brown, very moist, firm, trace sand 50 18.3 1081 25 D 20 @ 19 feet, brown, very moist, very stiff, trace sand Total Depth 20 feet SAMPLE TYPES DATE DRILLED: © Rock Core 8-7-19 rME2' PROJECT NO.: 2958.1 ❑S Standard Split Spoon EQUIPMENT USED: r PANATTONI TUSTIN ❑D Drive Sample 8"Hollow Stem Auger © Bulk Sample GROUNDWATER LEVEL(ft): LOG OF BORING NO. B-4 ❑T Tube Sample Not Encountered FIGURE B-4 } zw� w Z°o _ DESCRIPTION OF SUBSURFACE MATERIALS o- ~� w U <H� w aw Qw w CO a w This summary applies only at the location of this boring and at the time of drilling. wLL 0 w w O 2 Subsurface conditions may differ at other locations and may change at this w o a m < location with the passage of time.The data presented is a simplification of actual 0 conditions encountered. 4-Inch AC over 12-Inch Base Fill: BASE grey, slightly moist, loose 65 7.7 108 6 D SAND(SP) light brown, moist, loose, with gravel 22.9 79 7 D 5 @ 5 feet, coarse grained Natural: CLAY(CL) brown, very moist, very stiff 60 20.5 104 24 D 18.6 104 26 D 10 55 21.4 103 9 D 15 SANDY CLAY(CL) brown, very moist, firm CLAY(CL) brown, very moist to wet, stiff 50 25.6 100 19 D 20 Total Depth 21 feet SAMPLE TYPES DATE DRILLED: © Rock Core 8-7-19 rME2' PROJECT NO.: 2958.1 ❑S Standard Split Spoon EQUIPMENT USED: r PANATTONI TUSTIN ❑D Drive Sample 8"Hollow Stem Auger © Bulk Sample GROUNDWATER LEVEL(ft): LOG OF BORING NO. B-5 ❑T Tube Sample 17'7" FIGURE B-5 } zw� w Z°o _ DESCRIPTION OF SUBSURFACE MATERIALS o- ~� w U <H� w aw Qw w CO a w This summary applies only at the location of this boring and at the time of drilling. wLL 0 w w O 2 Subsurface conditions may differ at other locations and may change at this w o a m < location with the passage of time.The data presented is a simplification of actual 0 conditions encountered. 4-Inch AC over 13-Inch BASE 26.3 94 30 D Fill: CLAY(CL) dark brown, clay, very stiff 29.4 88 22 D Natural: CLAY(CL)dark brown, wet, very stiff, trace calcium carbonate 65 5- 24.0 101 19 D @ 6 feet, very moist to wet, stiff 43.4 77 10 D 10 @ 9 feet,wet, firm 60 76 D 15 SAND(SP) brown, wet, very dense, with gravel 55 10.6 34 D 50 20 Total Depth 20 feet SAMPLE TYPES DATE DRILLED: © Rock Core 8-7-19 rME2' PROJECT NO.: 2958.1 ❑S Standard Split Spoon EQUIPMENT USED: r PANATTONI TUSTIN ❑D Drive Sample 8"Hollow Stem Auger © Bulk Sample GROUNDWATER LEVEL(ft): LOG OF BORING NO. B-6 ❑T Tube Sample 138" FIGURE B-6 APPENDIX C Panattoni Development Co. Inc. September 10,2019 Proposed Industrial Development,Tustin,California GPI Project No.2958.1 APPENDIX C LABORATORY TESTS INTRODUCTION Representative undisturbed soil samples, tube samples and bulk samples were carefully packaged in the field and sealed to prevent moisture loss. The samples were then transported to our Cypress office for examination and testing assignments. Laboratory tests were performed on selected representative samples as an aid in classifying the soils and to evaluate the physical properties of the soils affecting foundation design and construction procedures. Detailed descriptions of the laboratory tests are presented below under the appropriate test headings. Test results are presented in the figures that follow. MOISTURE CONTENT AND DRY DENSITY Moisture content and dry density were determined from a number of the ring samples from the borings. The samples were first trimmed to obtain volume and wet weight and then were dried in accordance with ASTM D 2216. After drying, the weight of each sample was measured, and moisture content and dry density were calculated. Moisture content and dry density values are presented on the boring logs in Appendix B. ATTERBERG LIMITS Liquid and plastic limits were determined for selected samples in accordance with ASTM D4318. Results of the Atterberg Limits test are summarized on Figure C-1. PERCENTAGE PASSING NO. 200 SIEVE Representative soil samples were dried, weighed, soaked in water until individual soil particles were separated, and then washed on the No. 200 sieve in accordance with ASTM D 422. That portion of the material retained on the No. 200 sieve was oven-dried and weighed to determine the percentage of the material passing the No. 200 sieve. For select samples, the retained material was then run through a standard set of sieves in accordance with ASTM D 422 to classify the coarse fraction of representative sample. A summary of the percentages passing the No. 200 sieve is presented below. The grain size distribution data obtained from the full sieve analyses are presented in Figures C-2. BORING DEPTH PERCENT PASSING NO. (ft) SOIL DESCRIPTION No. 200 SIEVE B-1 7 Sandy Clay(CL) 51 B-1 14 Well-Graded Gravel (GW)with Sand 4 B-2 10 Clayey Sand (SC) 34 B-5 15 Sandy Clay(CL) 59 2958-1-01X.doc(09/19) C-1 Panattoni Development Co. Inc. September 10,2019 Proposed Industrial Development,Tustin,California GPI Project No.2958.1 DIRECT SHEAR Direct shear tests were performed on undisturbed and remolded bulk samples in accordance with ASTM D 3080. The bulk samples were remolded to approximately 90 percent of the maximum dry density. The test specimens were placed in the shear machine, and a normal load comparable to the in-situ overburden stress was applied. The samples were inundated, allowed to consolidate, and then were sheared to failure at a strain rate of 0.0007 inches per minute. The tests were repeated on additional test specimens under increased normal loads. Shear stress and sample deformation were monitored throughout the tests. The results of the direct shear tests are presented in Figures C-3 and C-4. CONSOLIDATION One-dimensional consolidation tests were performed on undisturbed samples in accordance with ASTM D 2435. After trimming the ends, the samples were placed in the consolidometer and loaded to up to either 0.4 or 0.5 ksf. Thereafter, the samples were incrementally loaded to a maximum load of up to either 25.6 or 34.1 ksf. The samples were inundated at either 6.4 or 8.5 ksf. Sample deformation was measured to 0.0001 inch. Rebound behavior was investigated by unloading the sample back to either 0.4 or 0.5 ksf. Results of the consolidation tests, in the form of percent consolidation versus log pressure are presented in Figures C-5 to C-6. COMPACTION TEST A maximum dry density/optimum moisture tests was performed in accordance with ASTM D 1557 on a representative bulk sample of the site soils. The test result are as follows: OPIMUM MAXIMUM BORING DEPTH SOIL DESCRIPTION MOISTURE DRY DENSITY NO. (ft) (%) (pcf) B-1 0-5 Clay(CL) 12.5 119 EXPANSION INDEX Expansion index tests were performed on a bulk sample. The tests were performed in accordance with ASTM 4829 to assess the expansion potential of the on-site soils. The results of the tests are summarized below: BORING DEPTH SOIL DESCRIPTION EXPANSION NO. (ft) INDEX B-1 0-5 Clay(CL) 110 2958-1-01X.doc(09/19) C-2 Panattoni Development Co. Inc. September 10,2019 Proposed Industrial Development,Tustin,California GPI Project No.2958.1 R-VALU E Suitability of the near-surface soils for pavement was evaluated by conducting an R-value test. The test was performed in accordance with ASTM D 2844 by GeoLogic Associates (GLA) under subcontract to GPI. The result of the test is as follows: BORING DEPTH SOIL DESCRIPTION R-VALUE NO. (ft) BY EXPANSION B-3 0-5 Clay(CL) 16 CORROSIVITY Soil corrosivity testing was performed by HDR on a soil sample provided by GPI. The test results are summarized in Table 1 of this Appendix. 2958-1-01X.doc(09/19) C-3 60 CL CH 50 z.00z L 40 x W 0 Z >- 30 U_ co m Q J a 20 oz 10 CL-ML ML MH or OH 0 0 20 40 60 80 100 LIQUID LIMIT(LL) SAMPLE LOCATION LL PL PI Fines, % Classification • B-3 15.0 44 15 29 CLAY (CL) X B-4 6.0 46 21 25 CLAY (CL) A B-5 10.0 34 20 14 CLAY (CL) PROJECT: PANATTONI TUSTIN PROJECT NO. 2958.1 ATTERBERG LIMITS TEST RESULTS FIGURE C-1 6 3 1.5 3/4 3/8 4 10 20 40 100 200 100 90-- 80 70 g60 W r m Z50 Z W W40 a 30-- 20 10 0 100 10 1 0.1 0.01 0.001 GRAIN SIZE IN MILLIMETERS GRAVEL SAND COBBLES SILT OR CLAY coarse fine coarse medium fine Sample Location Classification MC% LL PL PI Cc Cu • B-1 15.0 WELL GRADED GRAVEL (GW) WITH SAND 2.63 25.0 Sample Location D100 D60 D30 D10 %Gravel %Sand 0/.Silt %Clay • B-1 15.0 25.00 7.01 2.275 0.2806 52.3 43.7 4.0 PROJECT: PANATTONI TUSTIN PROJECT NO. 2958.1 GRAIN SIZE DISTRIBUTION FIGURE C-2 6,000 5,000 4,000 N Q 2 H z Z 3,000 co Q W co 2,000 1,000 0 0 1,000 2,000 3,000 4,000 5,000 6,000 NORMAL PRESSURE,psf • PEAK STRENGTH m ULTIMATE STRENGTH Friction Angle= 22 degrees Friction Angle= 22 degrees Cohesion= 300 psf Cohesion= 216 psf Note: Sample remolded to 90% maximum dry density Sample Location Classification DD,pcf MC,% B-1 0 - 5 CLAY(CL) 107 12.5 PROJECT: PANATTONI TUSTIN PROJECT NO.:2958.1 DIRECT SHEAR TEST RESULTS FIGURE C-3 6,000 5,000 4,000 N Q 2 H z Z 3,000 co Q W co 2,000 1,000 0 0 1,000 2,000 3,000 4,000 5,000 6,000 NORMAL PRESSURE,psf • PEAK STRENGTH m ULTIMATE STRENGTH Friction Angle= 14 degrees Friction Angle= 18 degrees Cohesion= 816 psf Cohesion= 330 psf Sample Location Classification DD,pcf MC,% B-3 7.0 CLAY(CL) 88 30.7 PROJECT: PANATTONI TUSTIN PROJECT NO.: 2958.1 DIRECT SHEAR TEST RESULTS FIGURE C-4 0 5 10 0 Z 15 co 20 25 301 1 100 1,000 10,000 105 STRESS,psf Sample inundated at 8000 psf Sample Location Classification DD,pcf MC,% • B-2 7.0 CLAY(CL) 94 26.2 PROJECT: PANATTONI TUSTIN PROJECT NO.: 2958.1 CONSOLIDATION TEST RESULTS FIGURE C-5 0 5 10 0 Z 15 U) 20 25 301 1 100 1,000 10,000 105 STRESS,psf Sample inundated at 6400 psf Sample Location Classification DD,pcf MC,% • B-6 9.0 CLAY(CL) 77 43.4 PROJECT: PANATTONI TUSTIN PROJECT NO.: 2958.1 CONSOLIDATION TEST RESULTS FIGURE C-6 F:)7z Table 1 - Laboratory Tests on Soil Samples Geotechnical Professionals,Inc. Panattoni- Tustin Your#2958.1, HDR Lab#19-0535LAB 16-Aug-19 Sample ID B-1 @ 0-5' Resistivity Units as-received ohm-cm 680 saturated ohm-cm 680 pH 6.7 Electrical Conductivity ms/cm 0.35 Chemical Analyses Cations calcium Ca 2+ mg/kg 138 magnesium Mgt+ mg/kg 29 sodium Nat+ mg/kg 176 potassium Kt+ mg/kg 18 Anions carbonate C032' mg/kg ND bicarbonate HCO3' mg/kg 232 fluoride Ft- mg/kg 14 chloride CI1- mg/kg 7.5 sulfate S042- mg/kg 740 phosphate PO43 mg/kg ND Other Tests ammonium NH4'+ mg/kg ND nitrate NO3'- mg/kg 31 sulfide S2. qual na Redox my na Resistivity per ASTM G187,Cations per ASTM D6919,Anions per ASTM D4327,and Alkalinity per APHA 2320-13. Electrical conductivity in millisiemens/cm and chemical analyses were made on a 1:5 soil-to-water extract. mg/kg=milligrams per kilogram(parts per million)of dry soil. Redox=oxidation-reduction potential in millivolts ND=not detected na=not analyzed 431 West Baseline Road • Claremont,CA 91711 Phone:909.962.5485 • Fax:909.626.3316 Page 2 of 2 Appendix C Greenhouse Gas Emissions Assessment Greenhouse Gas Emissions Assessment Myford Warehouse City of Tustin, California Prepared by: Kmley>>>Horn Expect More.Experience Better. Kimley-Horn and Associates,Inc. 765 The City Drive,Suite 200 Orange,California 92868 Contact:Mr.Ace Malisos 714.939.1030 October 2020 City of Tustin Myford Warehouse Greenhouse Gas Emissions Assessment TABLE OF CONTENTS 1 INTRODUCTION 1.1 Project Location..............................................................................................................................................1 1.2 Project Description.........................................................................................................................................1 2 ENVIRONMENTAL SETTING 2.1 Greenhouse Gases and Climate Change ....................................................................... 6 3 REGULATORY SETTING 3.1 Federal.................................................................................................................... 8 3.2 State of California....................................................................................................10 3.3 Regional.................................................................................................................16 3.4 Local......................................................................................................................17 4 SIGNIFICANCE CRITERIA AND METHODOLOGY 4.1 Thresholds and Significant Criteria .............................................................................18 4.2 Methodology ..........................................................................................................19 5 POTENTIAL IMPACTS 5.1 Greenhouse Gas Emissions........................................................................................20 5.2 Greenhouse Gas Reduction Plan Compliance...............................................................21 5.3 Cumulative Setting and Impacts.................................................................................26 6 REFERENCES References..............................................................................................................28 TABLES Table 1 Description of Greenhouse Gases................................................................................ 7 Table 2 Construction-Related Greenhouse Gas Emissions.........................................................20 Table 3 Project Greenhouse Gas Emissions.............................................................................21 Table 4 Regional Transportation Plan/Sustainable Communities Strategy Consistency..................22 Table 5 Project Consistency with Applicable CARB Scoping Plan Measures..................................23 EXHIBITS Exhibit 1 Regional Vicinity....................................................................................................... 3 Exhibit2 Site Vicinity.............................................................................................................. 4 Exhibit3 Site Plan.................................................................................................................. 5 APPENDIX Appendix A: Greenhouse Gas Emissions Data October2020 Kimley>»Horn I ii City of Tustin Myford Warehouse Greenhouse Gas Emissions Assessment LIST OF ABBREVIATED TERMS AB Assembly Bill CARB California Air Resource Board CCR California Code of Regulations CalEEMod California Emissions Estimator Model CEQA California Environmental Quality Act CALGreen Code California Green Building Standards Code CPUC California Public Utilities Commission CO2 carbon dioxide CO2e carbon dioxide equivalent CFC Chlorofluorocarbon CPP Clean Power Plan CCSP Climate Change Scoping Plan cy cubic yard EPA Environmental Protection Agency FCAA Federal Clea n Ai r Act FR Federal Register GHG greenhouse gas HCFC Hydrochlorofluorocarbon HFC Hydrofluoroca rbon LC FS Low Carbon Fuel Standard CH4 Methane MMTCO2e million metrictons of carbon dioxide equivalent MTCO2e million tons of carbon dioxide equivalent NHTSA National Highway Traffic Safety Administration NF3 nitrogen trifluoride N20 nitrous oxide PFC Perfluorocarbon RTP/SCS Regional Transportation Plan/Sustainable Communities Strategy SB Senate Bill SCAB South Coast Air Basin SCAQMD South Coa st Ai r Qua I ity Management District SCAG Southern California Association of Government Sf squarefoot SF6 sulfur hexafluoride TAC toxic air contaminants October2020 Kimley>»Horn I iii City of Tustin Myford Warehouse Greenhouse Gas Emissions Assessment 1 INTRODUCTION This report documents the results of a Greenhouse Gas (GHG) Emissions Assessment completed for the Myford Warehouse(Project). The purpose of this GHG Emissions Assessment is toevaluatethe potential construction and operational emissions associated with the Project and determine the level of impact the Project would have on the environment. 1.1 Project Location The proposed Project is located at 14451 Myford Road in the City of Tustin (City),California,just north of the city's border with the City of Irvine. The City is in central Orange County, bordered by the cities of Irvine and Santa Ana to the south; the Cityof Orange and unincorporated County of Orange areas tothe north; and on the east by the City of Irvine and unincorporated County of Orange territory(see Exhibit 1: Regional Vicinity and Exhibit 2: Site Vicinity). The site is occupied by an existing 91,794 square-foot industrial building and is bounded by commercial buildings to the north, west and south, and Myford Road to the east, within the Planned Community Industrial zoning designation. Regional access tothe site is provided by State Route 261(SR-261)freeway, located approximately 0.3 miles east of the project site, the Interstate 5 (1-5) freeway, located approximately 0.7 miles north of the site, and State Route 55 (SR-55) freeway located approximately 3 miles west of the site. 1.2 Project Description The proposed 14451 Myford Road project (proposed project) is comprised of one warehouse distribution building totaling approximately 220,331 square feet with office space, parking, and landscaping on approximately 9.9 net acres as shown in Exhibit 3: Site Plan. To be conservative, this technical study analyzed a 220,354 sf building, which is 23 square feet more than the 220,331 sf building shown in Exhibit 3. Building squarefootage is the primary input usedto calculate potential project impacts in both the Air Quality Assessment and Greenhouse Gas Emissions Assessment. While the more intensive building square footage was analyzed,the updated project description included is displayed in order to maintain uniformity between the technical studies and the ISMND document. Therefore, in some cases the technical analysis likely overestimates the environmental impacts of the Project.Access to the site would be provided via two driveways on Myford Road. Warehouse Facility The proposed Project is currently planned as a "speculative building."Therefore, the future tenant(s)or buyer(s) of the building are not currently known. The proposed Project consists of a logistics warehouse building of approximately 220,331-square feet on approximately 9.9 acres.The warehouse Project would include 210,831 squarefeet of warehouse space and approximately 9,500-square feet of office space, in addition to other associated facilities and improvements;such as a perimeter fencing, parking,onsite and perimeter landscaping, lighting,and exterior sidewalks. Site Access Vehicular and truck site access is provided via two driveways off of southbound Myford Road ranging in size from 35' to 54'-10". The on-site circulation consists of the main entry drive, connecting at the October2020 Kimley>»Horn 11 City of Tustin Myford Warehouse Greenhouse Gas Emissions Assessment southeast edge of the site toan east-west drive aisle that runs the length of the site.The project driveway will only service the project. Drive aisles leading to the truck dock doors along the west side of both buildings will be 35 feet wide. Parking Parking would be located along the north, south, and west perimeters of the site. The proposed Project goes would provide 111 automobile parking stalls and 47 dock doors. The truck stalls and truck bays will be oriented to face north and south. Daily activities within the Project site will include maneuvering forklifts, lift equipment, and large semi-trucks through and around the site and backing into the loading docks, all of which emit warning (high pitch beep beep) sounds consistent with the Occupational Safety and Health Administration (OSHA) requirements. October2020 Kimley>»Horn 12 City of Tustin Myford Warehouse Greenhouse Gas Emissions Assessment October2020 Kimley>»Horn 13 City of Tustin Myford Warehouse Greenhouse Gas Emissions Assessment October2020 Kimley>»Horn 14 City of Tustin Myford Warehouse Greenhouse Gas Emissions Assessment October2020 Kimley>»Horn 15 City of Tustin Myford Warehouse Greenhouse Gas Emissions Assessment 2 ENVIRONMENTAL SETTING 2.1 Greenhouse Gases and Climate Change Certain gases in the earth's atmosphere classified as GHGs, play a critical role in determining the earth's surface temperature.Solar radiation entersthe earth's atmosphere from space.A portion ofthe radiation is absorbed by the earth's surface and a smaller portion of this radiation is reflected backtoward space. This absorbed radiation is then emitted from the earth as low-frequency infrared radiation. The frequencies at which bodies emit radiation are proportional to temperature. Because the earth has a much lower temperature than the sun, it emits lower-frequency radiation. Most solar radiation passes through GHGs; however, infrared radiation is absorbed by these gases. As a result, radiation that otherwise would have escaped back into space is instead "trapped," resulting in a warming of the atmosphere. This phenomenon, known as the greenhouse effect, is responsible for maintaining a habitable climate on earth. The primary GHGs contributing to the greenhouse effect are carbon dioxide (CO2), methane (CHA and nitrous oxide (N20). Fluorinated gases also make up a small fraction of the GHGs that contribute to climate change. Examples of fluorinated gases include chlorofluorocarbons (CFCs), hydrofluorocarbons (HFCs), perfluorocarbons (PFCs),sulfur hexafluoride (SFA and nitrogen trifluoride (NFA however, it is noted that these gases are not associated with typical land use development. Human-caused emissions of GHGs exceeding natural ambient concentrations are believed to be responsiblefor intensifying the greenhouse effect and leading toa trendof unnatural warmingof the Earth's climate, known as global climate change or global warming. GHGs are global pollutants, unlike criteria air pollutants and toxic air contaminants (TACs), which are pollutants of regional and local concern. Whereas pollutants with localized air quality effects have relatively short atmospheric lifetimes (about one day), GHGs have long atmospheric lifetimes (one to several thousand years). GHGs persist in the atmosphere for long enough time periods to be dispersed around the globe.Although the exact lifetime of a GHG molecule is dependent on multiple variables and cannot be pinpointed, more CO2 is emitted into the atmosphere than is sequestered by ocean uptake, vegetation, or other forms of carbon sequestration. Of the total annual human-caused CO2 emissions, approximately 55 percent is sequestered through ocean and land uptakes every year,averaged over the last 50 years, whereas the remaining 45 percent of human-caused CO2 emissions remains stored in the atmosphere'.Table 1: Description of Greenhouse Gases describes the primary GHGs attributed to global climate change, including their physical properties. ' Intergovernmental Panel on Climate Change,Carbon and Other Biogeochemical Cycles.In:ClimateChange2013:The Physical Science Basis, Contribution of Working Group 1 to the Fifth Assessment Report of the Intergovernmental Panel on Climate Change,2013.http://www.climatechange2013.org/images/report/WGlAR5_ALL_FINAL.pdf. October2020 Kimley>»Horn 16 City of Tustin Myford Warehouse Greenhouse Gas Emissions Assessment Table 1:Description of Greenhouse Gases Greenhouse Gas Description Carbon Dioxide(CO2) CO2 is a colorless,odorlessgasthat is emitted naturally and through human activities.Natural sources include decomposition of dead organic matter; respiration of bacteria, plants, animals, and fungus, evaporation from oceans; and volcanic outgassing.Anthropogenic sources are from burningcoal,oil, natural gas,and wood.The largest source of CO2 emissions globally is the combustion of fossil fuels such as coal, oil, and gas in power plants, automobiles, and industrial facilities.The atmospheric lifetime of CO2 is variable because it is readily exchanged in the atmosphere.CO2 is the most widely emitted GHG and is the reference gas (Global Warming Potential of 1) for determining Global Warming Potentials for other GHGs. Nitrous Oxide(N20) N20 is largely attributable to agricultural practices and soil management. Primary human-related sources of N20 include agricultural soil management,sewage treatment,combustion of fossil fuels, and adipic and nitric acid production. N20 is produced from biological sources in soil and water, particularly microbial action in wet tropical forests.The atmospheric lifetime of N20 is approximately 120 years.The Global Warming Potential ofN20 is 298. Methane(CH4) CH4, a highly potent GHG, primarily results from off-gassing (the release of chemicals from nonmetallic substances under ambient orgreater pressure conditions)and is largely associated with agricultural practices and landfills.Methane isthe major component of natural gas,about 87 percent by volume.Human-related sources include fossil fuel production,animal husbandry,rice cultivation, biomass burning, and waste management. Natural sources of CH4 include wetlands,gas hydrates, termites, oceans,freshwater bodies, non-wetland soils, and wildfires.The atmospheric lifetime of CH4 is about 12 years and the Global Warming Potential is 25. Hydrofluorocarbons HFCs are typically used as refrigerantsfor both stationary refrigeration and mobile airconditioning (HFCs) The use of HFCs for coolingand foam blowing is increasing,as the continued phase out of CFCs and HCFCs gains momentum.The 100-year Global Warming Potential of HFCs range from 124 for HFC- 152 to 14,800 for HFC-23. Perfluorocarbons PFCs have stable molecular structures and only break down by ultraviolet rays about 60 kilometers (PFCs) above Earth's surface. Because of this,they have long lifetimes, between 10,000 and 50,000 years. Two main sources of PFCs are primary aluminum production and semiconductor manufacturing. Global Warming Potentials range from 6,500 to 9,200. Chlorofluorocarbons CFCs are gases formed synthetically by replacing all hydrogen atoms in methane or ethane with (CFCs) chlorine and/or fluorine atoms. They are nontoxic, nonflammable, insoluble, and chemically unreactive in the troposphere(the level of air at the earth's surface). CFCs were synthesized in 1928 for use as refrigerants, aerosol propellants, and cleaning solvents. The Montreal Protocol on Substances that Deplete the Ozone Layer prohibited their production in 1987. Global Warming Potentials for CFCs range from 3,800 to 14,400. Sulfur Hexafluoride SF6 is an inorganic, odorless, colorless, and nontoxic, nonflammable gas. It has a lifetime of 3,200 (SF6) years.This gas is manmade and used for insulation in electric power transmission equipment,in the magnesium industry, in semiconductor manufacturing, and as a tracer gas. The Global Warming Potential of SF6 is 23,900. Hydrochlorofluorocar HCFCs are solvents,similar in use and chemical composition to CFCs.The main uses of HCFCs are for bons(HCFCs) refrigerant products and air conditioning systems.As part of the Montreal Protocol,HCFCs are subject to a consumption cap and gradual phase out.The United States isscheduled to achieve a 100 percent reduction to the cap by 2030.The 100-year Global Warming Potentials of HCFCs range from 90 for HCFC-123 to 1,800 for HCFC-142b. Nitrogen Trifluoride N was added to Health and Safety Code section 38505(g)(7)as a GHG of concern.This gas is used (NF3) in electronics manufacture for semiconductors and liquid crystal displays.It has a high global warming potential of 17,200. Source:Compiled from U.S.EPA,Overview of Greenhouse Gases,(https://www.epa.gov/ghgemissions/overview-greenhouse-gases),accessed 2-5-2020; U.S. EPA,Inventory of U.S.Greenhouse Gas Emissions and Sinks:1990-2016, 2018; Intergovernmental Panel on Climate Change, Climate Change 2007:The Physical Science Basis, 2007;National Research Council, Advancing the Science of Climate Change,2010; U.S.EPA, Methane and Nitrous Oxide Emission from Natural Sources,April 2010. October2020 KimlepMorn Page 17 City of Tustin Myford Warehouse Greenhouse Gas Emissions Assessment 3 REGULATORY SETTING 3.1 Federal To date, national standards have not been established for nationwide GHG reduction targets, nor have any regulations or legislation been enacted specifically to address climate change and GHG emissions reduction at the project level. Various efforts have been promulgated at the federal level to improve fuel economy and energy efficiency to address climate change and its associated effects. Energy I n d ep enden ce a n d Secu rityAct of 2007 The Energy Independence and Security Act of 2007 (December 2007), among other key measures, requires the following, which would aid in the reduction of national GHG emissions: • Increasethe supply of alternativefuel sources by setting mandatory Renewable Fuel Standard requiring fuel producers to use at least 36 billion gallons of biofuel in 2022. • Set a target of 35 miles per gallon for the combined fleet of cars and light trucks by model year 2020 and direct the National Highway Traffic Safety Administration (NHTSA) to establish a fuel economy program for medium- and heavy-duty trucks and create a separate fuel economy standard for work trucks. • Prescribe or revise standards affecting regional efficiency for heating and cooling products and procedures for new or amended standards, energy conservation, energy efficiency labeling for consumer electronic products, residential boiler efficiency, electric motor efficiency, and home appliances. U.S.Environmental Protection Agency Endangerment Finding The U.S. Environmental Protection Agency(EPA) authorityto regulate GHG emissions stemsfromthe U.S. Supreme Court decision in Massachusetts v. EPA (2007). The Supreme Court ruled that GHGs meet the definition of air pollutants under the existing Federal Clean Air Act (FCAA) and must be regulated if these gases could be reasonably anticipated to endanger public health or welfare. Responding to the Court's ruling,the EPA finalized an endangerment finding in December 2009. Based on scientific evidence it found that six GHGs(CO2r CH4, N20, HFCs, PFCs,and SF6)constitute a threat to public health and welfare.Thus, it is the Supreme Court's interpretation of the existing FCAA and the EPA's assessment of the scientific evidence that form the basis for the EPA's regulatory actions. Federal Vehicle Standards In response to the U.S.Supreme Court ruling discussed above, Executive Order 13432 was issued in 2007 directing the EPA, the Department of Transportation, and the Department of Energy to establish regulations that reduce GHG emissions from motor vehicles, non-road vehicles, and non-road engines by 2008. In 2009, the NHTSA issued a final rule regulating fuel efficiency and GHG emissions from cars and light-duty trucks for model year 2011,and in 2010, the EPA and NHTSAissued a final rule regulatingcars and light-duty trucks for model years 2012-2016. October2020 Kimley>»Horn 18 City of Tustin Myford Warehouse Greenhouse Gas Emissions Assessment In 2010, an Executive Memorandum was issued directing the Department of Transportation, Department of Energy, EPA,and NHTSA to establish additional standards regarding fuel efficiency and GHG reduction, clean fuels, and advanced vehicle infrastructure. In response to this directive, the EPA and NHTSA proposed stringent, coordinated federal GHG and fuel economy standards for model years 2017-2025 light-duty vehicles.The proposed standards projected to achieve 163 grams per mile of CO2 in model year 2025,on an average industry fleet-wide basis,which is equivalent to 54.5 miles per gallon if this level were achieved solely through fuel efficiency. The final rule was adopted in 2012 for model years 2017-2021, and NHTSA intends to set standards for model years 2022-2025 in a future rulemaking. On January 12, 2017, the EPA finalized its decision to maintain the current GHG emissions standards for model years 2022-2025 cars and light trucks. It should be noted thatthe U.S. EPA is currently proposing to freeze the vehiclefuel efficiency standards at their planned 2020 level (37 mpg), canceling any future strengthening (currently 54.5 mpg by 2026). In addition to the regulations applicable to cars and light-duty trucks described above, in 2011, the EPA and NHTSA announced fuel economy and GHG standards for medium- and heavy-duty trucks for model years 2014-2018. The standards for CO2 emissions and fuel consumption are tailored to three main vehicle categories: combination tractors, heavy-duty pickup trucks and vans, and vocational vehicles. According to the EPA, this regulatory program will reduce GHG emissions and fuel consumption for the affected vehicles by 6 to 23 percent over the 2010 baselines. In August 2016, the EPA and NHTSA announced the adoption of the phase two program related to the fuel economy and GHG standards for medium-and heavy-duty trucks.The phase two program will apply to vehicles with model year 2018 through 2027 for certain trailers, and model years 2021 through 2027 for semi-trucks, large pickup trucks, vans, and all types and sizes of buses and work trucks. The final standards are expected to lower CO2 emissions by approximately 1.1 billion metric tons and reduce oil consumption by up to 2 billion barrels over the lifetime of the vehicles sold under the program. Clean Power Plan and New Source Performance Standards for Electric Generating Units On October 23, 2015,the EPA published afinal rule (effective December 22, 2015)establishing the carbon pollution emission guidelines for existing stationary sources: electric utility generating units (80 Federal Register [FRj 64510-64660), also known as the Clean Power Plan (CPP). These guidelines prescribe how states must develop plans to reduce GHG emissions from existing fossil-fuel-fired electric generating units. The guidelines establish CO2 emission performance rates representing the best system of emission reduction for two subcategories of existing fossil-fuel-fired electric generating units: one fossil-fuel-fired electric utility steam-generating unit and two stationary combustion turbines. Concurrently, the EPA published a final rule (effective October 23, 2015) establishing standards of performance for GHG emissions from new, modified, and reconstructed stationary sources:electric utility generating units (80 FR 64661-65120). The rule prescribes CO2 emission standards for newly constructed, modified, and reconstructed affected fossil-fuel-fired electric utility generating units. The U.S. Supreme Court stayed implementation of the CPP pending resolution of several lawsuits.Additionally, in March 2017, the federal government directed the EPA Administrator to review the CPP to determine whether it is consistent with current executive policies concerning GHG emissions,climatechange,andenergy. October2020 Kimley>»Horn 19 City of Tustin Myford Warehouse Greenhouse Gas Emissions Assessment Presidential Executive Order 13783 Presidential Executive Order 13783, Promoting Energy Independence and Economic Growth issued on March 28, 2017,orders all federal agencies toapply cost-benefit analyses to regulations of GHG emissions and evaluations of the social cost of CO2i N20,and CH4. 3.2 State of California California Air Resources Board The California Air Resources Board(CARB)is responsible for the coordination and oversight of State and local air pollution control programs in California. Various statewide and local initiatives to reduce California's contribution to GHG emissions have raised awareness about climate change and its potential for severe long-term adverse environmental, social, and economic effects. California is a significant emitter ofCO2 equivalents(CO2e)in the world and produced 459 million gross metric tons ofCO2e in 2013. In the State, the transportation sector is the largest emitter of GHGs, followed by industrial operations such as manufacturing and oil and gas extraction. The State of California legislature has enacted a series of bills that constitute the most aggressive program to reduce GHGs of any state in the nation. Some legislation,such as the landmark Assembly Bill (AB) 32, California Global Warming Solutions Act of 2006, was specifically enacted to address GHG emissions. Other legislation, such as Title 24 building efficiency standards and Title 20 appliance energy standards, were originally adopted for other purposes such as energy and water conservation, but also provide GHG reductions.This section describes the major provisions of the legislation. Assembly Bill 32 (California Global Warming Solutions Act of 2006) AB 32 instructs the CARB todevelop and enforce regulations for the reporting and verification of statewide GHG emissions.AB 32 alsodirected CARB toseta GHGemissions limit based on 1990 levels,to be achieved by 2020. It set a timeline for adopting a scoping plan for achieving GHG reductions in a technologically and economically feasible manner. CARB Scoping Plan CARB adopted the Scoping Plan to achieve the goals of AB 32. The Scoping Plan establishes an overall framework for the measures that would be adopted to reduce California's GHG emissions. CARB determined that achieving the 1990 emissions level would require a reduction of GHG emissions of approximately 29 percent below what would otherwise occur in 2020 in the absence of new laws and regulations (referred to as "business-as-usual")2.The Scoping Plan evaluates opportunities for sector- specific reductions, integrates early actions and additional GHG reduction measures by both CARB and the State's Climate Action Team, identifies additional measures to be pursued as regulations, and outlines z CARB defines business-as-usual (BAU) in its Scoping Plan as emissions levelsthat would occur if California continued togrow and add new GHG emissions but did not adopt any measures to reduce emissions. Projections for each emission-generating sector were compiled and used to estimate emissions for 2020 based on 2002-2004 emissions intensities. Under CARB's definition of BAU, new growth is assumed to have the same carbon intensities aswas typical from 2002 through 2004. October2020 Kimley>»Horn Iso City of Tustin Myford Warehouse Greenhouse Gas Emissions Assessment the adopted role of a cap-and-trade program'.Additional development of these measures and adoption of the appropriate regulations occurred through the end of 2013. Key elements of the Scoping Plan include: • Expanding and strengthening existing energy efficiency programs, as well as building and appliance standards. • Achieving a statewide renewables energy mix of 33 percent by 2020. • Developing a California cap-and-trade program that links with other programs tocreate a regional market system a nd caps sources contributing 85 percent of Ca lifornia's G HG emissions(adopted in 2011). • Establishing targets for transportation-related GHG emissions for regions throughout California and pursuing policies and incentives to achieve those targets (several sustainable community strategies have been adopted). • Adopting and implementing measures pursuant to existing State laws and policies, including California's clean car standards, heavy-duty truck measures, the Low Carbon Fuel Standard (amendments to the Pavley Sta nda rd adopted 2009;Advanced Clean Car standard adopted 2012), goods movement measures,and the Low Carbon Fuel Standard (adopted 2009). • Creating targeted fees, including a public goods charge on water use, fees on gasses with high global warming potential, and a fee to fund the administrative costs of the State of California's long-term commitment to AB 32 implementation. In 2012,CARB released revised estimatesofthe expected 2020 emissions reductions.The revised analysis relied on emissions projections updated in light of current economic forecasts that accounted for the economic downturn since 2008, reduction measures alreadyapproved and put in place relatingto future fuel and energy demand, and other factors.This update reduced the projected 2020 emissions from 596 million metric tons of COZe (MMTCOZe)to 545 MMTCO2e. The reduction in forecasted 2020 emissions means that the revised business-as-usual reduction necessaryto achieve AB 32's goal of reaching 1990 levels by 2020 is now 21.7 percent, down from 29 percent. CARB also provided a lower 2020 inventory forecastthat incorporated State-led GHG emissions reduction measures alreadyin place.Whenthis lower forecast is considered, the necessary reduction from business-as-usual needed to achieve the goals of AB 32 is approximately 16 percent. CARB adopted the first major update to the Scoping Plan on May 22, 2014. The updated Scoping Plan summarizes the most recent science related to climate change, including anticipated impacts to California and the levels of GHG emissions reductions necessary to likely avoid risking irreparable damage. It identifies the actions California has already taken to reduce GHG emissions and focuses on areas where further reductions could be achieved to help meet the 2020 target established by AB 32. In 2016,the Legislature passed Senate Bill (SB) 32,which codifies a 2030 GHG emissions reduction target of 40 percent below 1990 levels. With SB 32,the Legislature passed companion legislation,AB 197,which provides additional direction for developing the Scoping Plan. On December 14, 2017 CARB adopted a 3 The Climate Action Team, led by the secretary of the California Environmental Protection Agency, is a group of State agency secretaries and heads of agencies, boards, and departments. Team members work to coordinate statewide efforts to implement global warming emissions reduction programs and the State's Climate Adaptation Strategy. October2020 Kimley>»Horn 111 City of Tustin Myford Warehouse Greenhouse Gas Emissions Assessment second update to the Scoping Plan'. The 2017 Scoping Plan details how the State will reduce GHG emissions to meet the 2030 target set by Executive Order B-30-15 and codified by SB 32. Other objectives listed in the 2017 Scoping plan are to provide direct GHG emissions reductions; support climate investment in disadvantaged communities;and, support the Clean Power Plan and other Federal actions. Senate Bill 32(California Global Warming Solutions Act of 2006:Emissions Limit) Signed into law in September 2016, SB 32 codifies the 2030 GHG reduction target in Executive Order 8- 30-15 (40 percent below 1990levels by 2030).The bill authorizes CARB to adopt an interim GHG emissions level target to be achieved by 2030. CARB also must adopt rules and regulations in an open public process to achieve the maximum,technologically feasible,and cost-effective GHG reductions. SB 375 (The Sustainable Communities and Climate Protection Act of2008) Signed into law on September 30, 2008, SB 375 provides a process to coordinate land use planning, regional transportation plans, and funding priorities to help California meet the GHG reduction goals established by AB 32. SB 375 requires metropolitan planning organizations to include sustainable community strategies in their regional transportation plans for reducing GHG emissions, aligns planning for transportation and housing, and creates specified incentives for the implementation of the strategies. AB 1493 (Pavley Regulations and Fuel Efficiency Standards) AB 1493, enacted on July 22, 2002, required CARB to develop and adopt regulations that reduce GHGs emitted by passenger vehicles and light duty trucks. Implementation of the regulation was delayed by lawsuits filed by automa kers and by the EPA's denial of an implementation waiver.The EPA subsequently granted the requested waiver in 2009, which was upheld by the by the U.S. District Court for the District of Columbia in 2011. The regulations establish one set of emission standards for model years 2009-2016 and a second set of emissions standards for model years 2017 to 2025. By 2025,when all rules will be fully implemented, new automobiles will emit 34 percent fewer CO2e emissions and 75 percent fewer smog- forming emissions. SB 1368(Emission Performance Standards) SB 1368 is the companion bill of AB 32,which directs the California Public Utilities Commission (CPUC)to adopt a performance standardforGHG emissions for thefuture power purchases of California utilities.SB 1368 limits carbon emissions associated with electrical energy consumed in California by forbidding procurement arrangements for energy longer than 5 years from resources that exceed the emissions of a relatively clean, combined cycle natural gas power plant. The new law effectively prevents California's utilities from investing in, otherwise financially supporting, or purchasing power from new coal plants located in or out of the State.The CPUC adopted the regulations required by SB 1368 on August 29, 2007. The regulations implementing SB 1368 establish a standard for baseload generation owned by, or under long-term contract to publicly owned utilities,for 1,100 pounds of CO2 per megawatt-hour. 4 California Air Resources Board, California's 2017 Climate Change Scoping Plan, November2017. October2020 Kimley>»Horn 112 City of Tustin Myford Warehouse Greenhouse Gas Emissions Assessment SB 1078 and SBX1-2(Renewable Electricity Standards) SB 1078 requires California to generate 20 percent of its electricity from renewable energy by 2017. SB 107 changed the due date to 2010 instead of 2017. On November 17, 2008, Governor Arnold Schwa rzenegger signed Executive Order S-14-08,which established a Renewable Portfolio Standard to rget for California requiring that all retail sellers of electricity serve 33 percent of their load with renewable energy by 2020. Executive Order S-21-09 also directed CARB to adopt a regulation by July 31, 2010, requiring the State's load serving entities to meet a 33 percent renewable energy target by 2020. CARB approved the Renewable Electricity Standard on September 23, 2010 by Resolution 10-23.SBX1-2, which codified the 33 percent by 2020 goal. SB 350 (Clean Energy and Pollution Reduction Act of 2015) Signed into law on October 7, 2015, SB 350 implements the goals of Executive Order B-30-15. The objectives of SB 350 are to increase the procurement of electricity from renewable sources from 33 percent to 50 percent(with interim targets of40 percent by 2024,and 25 percent by 2027)and to double the energy efficiency savings in electricity and natural gas end uses of retail customers through energy efficiency and conservation. SB 350 also reorganizes the I ndependent System Operator to develop more regional electricity trans mission markets and improve accessibility in these markets,which will facilitate the growth of renewable energy markets in the western United States. AB 398(Market-Based Compliance Mechanisms) Signed on J my 25, 2017, AB 398 extended the duration of the Cap-and-Trade program from 2020 to 2030. AB 398 required CARB to update the Scoping Plan and for all GHG rules and regulations adopted by the State. It also designated CARB as the statewide regulatory body responsible for ensuring that California meets its statewide carbon pollution reduction targets,while retaining local air districts'res pons ibility and authority to curb toxic air contaminants and criteria pollutants from local sources that severely impact public health.AB 398also decreased free carbon allowances over 40 percent by 2030and prioritized Cap- and-Trade spending to various programs including reducing diesel emissions in impacted communities. SB 150 (Regional Transportation Plans) Signed on October 10, 2017, SB 150 aligns local and regional GHG reduction targets with State targets (i.e., 40 percent below their 1990 levels by 2030). SB 150 creates a process to include communities in discussions on how to monitor their regions' progress on meeting these goals. The bill also requires the CARB to regularly report on that progress, as well as on the successes and the challenges regions experience associated with achieving their targets. SB 150 provides for accounting of climate change efforts and GHG reductions and identify effective reduction strategies. SB 100 (California Renewables Portfolio Standard Program:Emissionsof Greenhouse Gases) Signed into Law in September 2018,SB 100 increased California's renewable electricity portfolio from 50 to 60 percent by 2030. SB 100 also established a further goal to have an electric grid that is entirely powered by clean energy by 2045. October2020 Kimley>»Horn 113 City of Tustin Myford Warehouse Greenhouse Gas Emissions Assessment Executive Orders Related to GHG Emissions California's Executive Branch has taken several actions to reduce GHGs using executive orders.Although not regulatory,they set the tone for the State a nd guide the actions of state agencies. Executive Order S-3-05 Executive Order S-3-05 was issued on June 1, 2005, which established the following GHG emissions reduction targets: • By 2010, reduce GHG emissions to 2000 levels. • By 2020, reduce GHG emissions to 1990 levels. • By 2050, reduce GHG emissions to 80 percent below 1990 levels. The 2050 reduction goal represents what some scientists believe is necessary to reach levels that will stabilize the climate.The 2020 goal was established to be a mid-term target. Because this is an executive order,the goals are not legally enforceable for local governments or the private sector. Executive Order S-01-07 Issued on January 18, 2007, Executive Order S 01-07 mandates that a statewide goal shall be established to reduce the carbon intensity of California's transportation fuels by at least 10 percent by 2020. The executive order established a Low Carbon Fuel Standard (LCFS) and directed the Secretary for Environmental Protection to coordinate the actions of the California Energy Commission, CARB, the Universityof California,and other agencies todevelop and propose protocols for measuringthe"life-cycle carbon intensity"of transportation fuels.CARBadoptedthe LCFS on April 23, 2009. Executive Order S-13-08 Issued on November 14, 2008, Executive Order S-13-08 facilitated the California Natural Resources Agency development of the 2009 California Climate Adaptation Strategy. Objectives include analyzing risks of climate change in California, identifying and exploring strategies to adapt to climate change, and specifying a direction for future research. Executive Order S-14-08 Issued on November 17, 2008, Executive Order S-14-08 expands the State's Renewable Energy Standard to 33 percent renewable power by 2020. Additionally, Executive Order S-21-09 (signed on September 15, 2009) directs CARB to adopt regulations requiring 33 percent of electricity sold in the State come from renewable energy by 2020. CARB adopted the Renewable Electricity Standard on September 23, 2010, which requires 33 percent renewable energy by 2020 for most publicly owned electricity retailers. Executive Order S-21-09 Issued onJ my 17, 2009, Executive Order S-21-09 directs CARB toadopt regulations to increase California's RPSto 33 percent by 2020.This builds upon SB 1078(2002),which established the California RPS program, October2020 Kimley>»Horn 114 City of Tustin Myford Warehouse Greenhouse Gas Emissions Assessment requiring 20 percent renewable energy by 2017, and SB 107 (2006), which advanced the 20 percent deadline to 2010, a goal which was expanded to 33 percent by 2020 in the 2005 EnergyAction Plan II. Executive Order B-30-15 Issued on April 29, 2015, Executive Order B-30-15 established a California GHG reduction target of 40 percent below 1990 levels by 2030 and directs CARB to update the Climate Change Scoping Plan to express the 2030 target in terms of million metric tons of COZe (MMTCO2e). The 2030 target acts as an interim goal on the way to achieving reductions of 80 percent below 1990 levels by 2050, a goal set by Executive Order S-3-05. The executive order also requires the State's climate adaptation plan to be updated every three years and for the State to continue its climate change research program, among other provisions. With the enactment of SB 32 in 2016,the Legislature codified the goal of reducing GHG emissions by 2030 to 40 percent below 1990 levels. Executive Order B-55-18. Issued on September 10, 2018, Executive Order B-55-18 establishes a goal toachieve carbon neutralityas soon as possible, and no later than 2045, and achieve and maintain net negative emissions thereafter. This goal is in addition to the existing statewide targets of reducing GHG emissions.The executive order requires CARB towork with relevant state agencies todevelop a framework for implementing this goal. It also requires CARB to update the Scoping Plan to identify and recommend measures to achieve carbon neutrality.The executive order also requires state agencies to develop sequestration targets in the Natural and Working Lands Climate Change Implementation Plan. California Regulations and Building Codes California has a long history of adopting regulations to improve energy efficiency in new and remodeled buildings. These regulations have kept California's energy consumption relatively flat even with rapid population growth. Title 20 Appliance Efficiency Regulations The appliance efficiency regulations (California Code of Regulations [CCR] Title 20, Sections 1601-1608) include standards for new appliances.Twenty-three categories of appliances are included in the scope of these regulations. These standards include minimum levels of operating efficiency, and other cost- effective measures,to promote the use of energy-and water-efficient appliances. Title 24 Building Energy Efficiency Standards California's Energy Efficiency Standards for Residential and Nonresidential Buildings (CCR Title 24, Part 6), was first adopted in 1978 in responseto a legislative mandate to reduce California's energy consumption. The standards are updated periodically to allow consideration and possible incorporation of new energy efficient technologies and methods. Energyefficient buildings require less electricity;therefore, increased energy efficiency reduces fossil fuel consumption and decreases GHG emissions.The 2016 Building Energy Efficiency Standards approved on January19, 2016went into effect on January 1, 2017.The 2019 Building Energy Efficiency Standards were adopted on May 9, 2018 and took effect on January 1, 2020. Under the 2019 standards, homes will use about 53 percent less energy and nonresidential buildings will use about 30 percent less energy than buildings under the 2016 standards. October2020 Kimley>»Horn 115 City of Tustin Myford Warehouse Greenhouse Gas Emissions Assessment Title 24 California Green Building Standards Code The California Green Building Standards Code (CCR Title 24, Part 11 code) commonly referred to as the CALGreen Code, is a statewide mandatory construction code developed and adopted by the California Building Standards Commission and the Department of Housing and Community Development. The CALGreen standards require new residential and commercial buildings to comply with mandatory measures under the topics of planning and design, energy efficiency, water efficiency/conservation, material conservation and resource efficiency, and environmental quality. CALGreen also provides voluntary tiers and measures that local governments may adopt that encourage or require additional measures in the five green building topics.The most recent update to the CALGreen Code went into effect January 1, 2017. Updates to the 2016 CALGreen Code took effect on January 1, 2020 (2019 CALGreen). The 2019 CALGreen standards continue to improve upon the existing standards for new construction of, and additions and alterations to, residential and nonresidential buildings. 3.3 Regional South Coast Air Quality Management District Thresholds The South Coast Air Quality Management District (SCAQMD) formed a GHG California Environmental Quality Act (CEQA) Significance Threshold Working Group to provide guidance to local lead agencies on determining significance for GHG emissions in their CEQA documents. As of the last Working Group meeting(Meeting 15) held in September 2010, the SCAQMD is proposing to adopt a tiered approach for evaluating GHG emissions for development projects where SCAQMD is not the lead agency. With the tiered approach, the Project is compared with the requirements of each tier sequentially and would not result in a significant impact if it complies with any tier. Tier 1 excludes projects that are specifically exempt from SB 97 from resulting in a significant impact. Tier 2 excludes projects that are consistent with a GHG reduction plan that has a certified final CEQA document and complies with AB 32 GHG reduction goals.Tier 3 excludes projects with annual emissions lower than a screening threshold. For all industrial projects, the SCAQMD is proposing a screening threshold of 10,000 million tons of COZe (MTCOZe) per year. SCAQMD concluded that projects with emissions less than the screening threshold would not result in a significant cumulative impact. Tier4 consists of three decision tree options. Under the Tier 4 first option, SCAQMD initially outlined that a project would be excluded if design features and/or mitigation measures resulted in emissions 30 percent lower than business as usual emissions. However, the Working Group did not provide a recommendation for this approach. The Working Group folded the Tier 4 second option into the third option. Under the Tier 4 third option, a project would be excluded if it was below an efficiency-based threshold of 4.8 MTCOZe per service population per year. Tier 5 would exclude projects that implement offsite mitigation (GHG reduction projects)or purchase offsets to reduce GHG emission impacts to less than the proposed screening level. GHG efficiency metrics are utilized as thresholds to assess the GHG efficiency of a project on a per capita basis or on a service population basis (the sum of the number of jobs and the number of residents provided by a project)such that a project would allow for consistency with the goals of AB 32 (i.e. 1990 GHG emissions levels by 2020 and 2035). GHG efficiency thresholds can be determined by dividing the GHG emissions inventory goal of the State, by the estimated 2035 population and employment. This method allows highly efficient projects with higher mass emissions to meet the overall reduction goals of October2020 Kimley>»Horn 116 City of Tustin Myford Warehouse Greenhouse Gas Emissions Assessment AB 32,and is appropriate, because the threshold can be applied evenly to all project types (residential or commercial/retail only and mixed use). Southern California Association of Governments On April 7, 2016, the Southern California Association of Governments (SCAG) Regional Council adopted the 2016-2040 Regional Transportation Plan/Sustainable Communities Strategy(RTP/SCS). The RTP/SCS charts a course for closely integrating land use and transportation sothatthe region can grow smartly and sustainably.The strategywas prepared through a collaborative, continuous, and comprehensive process with input from local governments, county transportation commissions, tribal governments, non-profit organizations, businesses and local stakeholders within the counties of Imperial, Los Angeles, Orange, Riverside, San Bernardino, and Ventura. The RTP/SCS is a long-range vision plan that balances future mobility and housing needs with economic, environmental, and public health goals. The SCAG region strives toward sustainability through integrated land use and transportation planning. The SCAG region must achieve specific federal air quality standards and is required by state law to lower regional GHG emissions. 3.4 Local City of Tustin General Plan The City of Tustin General Plan contains the following goals and policies that address greenhouse gas as part of the Conservation,Open Space,and Recreation Element: Goa14: Reduce emissions through reduced energyconsumption. Policy 4.1: Promote energy conservation in all sectors of the City including residential,commercial, and industrial. Policy 4.2: Promote local recycling of wastes andthe useof recycled materials. Goal 11: Conserve energy resources through use of available energy technology and conservation practices. Policy 11.1: Encourage the use of new technologies and innovative building design, site design and orientation techniques which minimize energy use by taking advantage of sun/shade patterns, prevailing winds, landscaping,and building materials. Policy 11.2: Maintain local legislation to establish, update and implement energy performance building code requirements established under State Title 24 Energy Regulations. October2020 Kimley>»Horn 117 City of Tustin Myford Warehouse Greenhouse Gas Emissions Assessment 4 SIGNIFICANCE CRITERIAAND METHODOLOGY 4.1 Thresholds and significant criteria Addressing GHG emissions generation impacts requires an agency to determine what constitutes a significant impact.The amendments to the CEQA Guidelines specifically allow lead agencies todetermine thresholds of significance that illustrate the extent of an impact and are a basis from which to apply mitigation measures.This means that each agency is leftto determine whether a project's GHG emissions will have a"significant"impact on the environment.The guidelines direct that agencies a re to use"careful judgment" and "make a good-faith effort, based to the extent possible on scientific and factual data, to describe,calculate or estimate"the project's GHG emissions5. Based upon the criteria derived from Appendix G of the CEQAGuidelines, a project normally would have a significant effect on the environment if it would: • Generate GHG emissions, either directly or indirectly, that may have a significant impact on the environment, based on any applicable threshold of significance;or • Conflict with any applicable plan, policy or regulation of an agency adopted for the purpose of reducing the emissions of GHGs. South Coast Air Quality Management District Thresholds The SCAQMD has not announced when staff is expecting to present a finalized version of its GHGthresholds to the governing board. On September 28, 2010, the SCAQMD recommended an interim screening level numeric "bright-line"threshold of 10,000 metric tons per year of COZe for industrial land uses. These efficiency-based thresholds were developed as part of the SCAQMD GHG CEQA Significance Threshold Working Group.This working group was formed to assist SCAQMD'sefforts to develop a GHG significance threshold and is composed of a wide variety of stakeholders including the State Office of Planning and Research,CARB,the Attorney General's Office, a variety of city and county pla nning departments in the SCAB,various utilities such as sanitation and power companies throughout the SCAB, industrygroups,and environmental and professional organizations.The numeric "bright line" was developed to be consistent with CEQA requirements for developing significance thresholds, are supported by substantial evidence, and provides guidance to CEQA practitioners in determining whether GHG emissions from a proposed project are significant. As the Project involves the construction of new warehouse, the 10,000 MTCOZe per year industrial screening threshold has been selected as the significance threshold, as it is most applicable to the proposed Project. This threshold is selected because the proposed Project is analogous to an industrial use much more closelythan any other land use such as commercial or residential in terms of its expected operating characteristics.Typical industrial zoned areas include storage facilities,warehouses,plants,and airports, while commercial land uses are generally designated as businesses that have some kind of interaction with the public and typically include offices, retail stores, hotels,or restaurants. Additionally, to ensure that the threshold is conservative in its application, although the SCAQMD uses their adopted 10,000 MTCOZe threshold to determine the significance of stationary source emissions for industrial 5 14 California Code of Regulations,Section 15064.4a October2020 Kimley>»Horn 118 City of Tustin Myford Warehouse Greenhouse Gas Emissions Assessment projects, the 10,000 MTCOZe threshold used in the analysis is conservatively applied to all sources of project-related GHG emissions whether stationary source, mobile source,area source,or other. 4.2 Methodology The Project's construction and operational emissions were calculated using the California Emissions Estimator Model version 2016.3.2(CalEEMod). Details ofthe modeling assumptions and emissionfactors are provided in Appendix A: Greenhouse Gas Emissions Data. For construction, CalEEMod calculates emissions from off-road equipment usage and on-road vehicle travel associated with haul, delivery, and construction worker trips. GHG emissions during construction were forecasted based on the proposed construction schedule and applying the mobile-source and fugitive dust emissions factors derived from CalEEMod. The Project's construction-related GHG emissions would be generated from off-road construction equipment, on-road hauling and vendor (material delivery)trucks,and worker vehicles.The Project's operations-related GHG emissions would be generated by vehicular traffic, area sources (e.g. landscaping maintenance, consumer products), electrical generation, natural gas consumption, water supply and wastewater treatment,and solid waste. It should be noted that CalEEMod emission factors incorporate compliance with some, but not all, applicable rules and regulations regarding energy efficiency and vehicle fuel efficiency, and other GHG reduction policies, as described in the CalEEMod User's Guide(November 2017). For example, RPS is not accounted for in the current version of CalEEMod. Reductions from RPS are addressed by revising the electricity emission intensity factor in CalEEModto account for the utility complying with the 33 percent renewable mandate by 2020.As of 2017, Southern California Edison's(SCE)power mix was at 32 percent renewable energy6 and will be required to achieve the 60 percent renewable energy goal by 2030 established by SB 100.The CalEEMod carbon intensityfactor was adjusted within the model to represent Southern California Edison's current emissions rate. Energy savings from water conservation resulting from the Green Building Code Standards for indoor water use and California Model Water Efficient Landscape Ordinance for outdoor water use are not included in CalEEMod. The Water Conservation Act of 2009 mandates a 20 percent reduction in urban water use that is implemented with these regulations. Benefits ofthe water conservation regulations are applied in the CalEEMod mitigation component. Adjustments were also made for project design features that would reduce GHG emissions.The proposed project would also be constructed in conformance with CALGreen,which requires high-efficiency waterfixtures for indoor plumbing and water efficient irrigation systems. The 2019 Building Energy Efficiency Standards (adopted on May 9, 2018)took effect on January 1, 2020. Under the 2019 standards, homes would use about 53 percent less energy and nonresidential buildings would use about 30 percent less energythan buildings under the 2016 standards.Adjustments were made for project design features that would reduce GHG emissions. The mitigated output from CalEEMod show reductions from existing regulatory requirements and project design features that are termed "mitigation" within the model; however, those modeling components associated with locational measures and compliance with existing regulations are not considered mitigation under CEQA, but rather are treated as project design features. 6 California Energy Commission,2017 Power Content Label,July2018. October2020 Kimley>»Horn 119 City of Tustin Myford Warehouse Greenhouse Gas Emissions Assessment 5 POTENTIAL IMPACTS 5.1 Greenhouse Gas Emissions Threshold 5.1 Would the Project generateGHG emissions,either directly or indirectly,that could have a significant impact on the environment? Short-Term Construction Greenhouse Gas Emissions The Project would result in direct emissions ofGHGs from construction.The approximate quantity of daily GHG emissions generated by construction equipment utilized to build the Project is depicted in Table 2: Construction-Related Greenhouse Gas Emissions. Table 2:Construction-Related Greenhouse Gas Emissions Category MTCO2e Construction 1,263.66 30-Year Amortized Construction 42.12 Source:CalEEMod version 2016.3.2.Refer to Appendix A for model outputs. As shown,the Project would result in the generation of approximately 1,263.66 MTCO2e over the course of construction. Construction GHG emissions aretypicallysummedand amortized over the lifetime of the Project (assumed to be 30 years), then added to the operational emissions'. The amortized Project construction emissions would be 42.12 MTCO2e per year. Once construction is complete,the generation of these GHG emissions would cease. Long-Term Operational Greenhouse Gas Emissions Operational or long-term emissions occur over the life of the Project. GHG emissions would result from direct emissions such as Project generated vehicular traffic, on-site combustion of natural gas, and operation of any landscaping equipment. Operational GHG emissions would also result from indirect sources, such as off-site generation of electrical power, the energy required to convey water to, and wastewater from the Project,the emissions associated with solid waste generated from the Project,and any fugitive refrigerants from air conditioning or refrigerators. Total GHG emissions associated with the Project are summarized in Table 3: Project Greenhouse Gas Emissions. The Project is a speculative warehouse and the modeled emissions are based on the conservative assumption that the Project would be occupied by a High-Cube Fulfillment Center Warehouse (ITE code 155), which has the highest trip generation rate among potential users for the site. Per the Project Traffic Impact Study, using the High-Cube Fulfillment Center Warehouse trip generation rate,the Project would generate 1,802 daily vehicle trips with approximately 8.8 percent trucks. However, a future tenant could have operations that would generate fewer emissions. As shown in Table 3, using conservative trip generation assumptions, the Project would potentially generate a maximum of 7 The project lifetime is based on the standard 30-year assumption of the South Coast Air Quality Management District(South Coast Air Quality Management District, Minutes for the GHG CEQ4 Significance Threshold Stakeholder Working Group#13, August 26,2009). October2020 Kimley>»Horn 120 City of Tustin Myford Warehouse Greenhouse Gas Emissions Assessment approximately 5,539.93 MTCO2e annuallyfrom both construction and operations and the Project-related GHG emissions would not exceed the SCAQMD's 10,000 MTCO2e per year threshold. Therefore, impacts would be less than significant. Table 3:Project Greenhouse Gas Emissions Emissions Source MTCO2e per Year Construction Amortized Over 30 Years 42.12 Area Source 0.01 Energy 298.13 Mobile 4,836.17 Off-road 35.20 Waste 104.12 Water and Wastewater 224.18 Total 51539.93 SCAQMD Threshold 10,000 Exceeds Threshold? No Source:UEEMod version 2016.3.2.Refer to Appendix A for model outputs. Mitigation Measures:No mitigation is required. Level of Significance: Less than significant impact. 5.2 Greenhouse Gas Reduction Plan Compliance Threshold 5.2 Would the Project conflict with an applicable plan, policy, or regulation of an agency adopted forthe purpose ofreducing GHG emissions? SCAG RTP/SCS Consistency On April 7, 2016, the Southern California Association of Governments (SCAG) Regional Council adopted the 2016-2040 Regional Transportation Plan/Sustainable Communities Strategy(RTP/SCS). The RTP/SCS is a long-range visioning plan that balances future mobility and housing needs with economic, environmental, and public health goals.The RTP/SCS embodies a collective vision for the region's future and is developed with input from local governments, county transportation commissions, tribal governments, nonprofit organizations, businesses,and local stakeholders in the counties of Imperial, Los Angeles, Orange, Riverside, San Bernardino, and Ventura. SCAG's RTP/SCS establishes GHG emissions goals for automobiles and light-duty trucks for 2020 and 2035 as well as an overall GHG target for the Project region consistent with both the target date of AB 32 and the post-2020 GHG reduction goals of Executive Orders 5-03-05 and B-30-15. The RTP/SCS contains over 4,000 transportation projects, ranging from highway improvements, railroad grade separations, bicycle lanes, new transit hubs and replacement bridges. These future investments were included in county plans developed bythe six county transportation commissions and seekto reduce October2020 Kimley>»Horn 121 City of Tustin Myford Warehouse Greenhouse Gas Emissions Assessment traffic bottlenecks, improve the efficiency of the region's network, and expand mobility choices for everyone. The RTP/SCS is an important planning document for the region, allowing project sponsors to qualify for federal funding. The plan accounts for operations and maintenance costs to ensure reliability, longevity, and cost effectiveness.The RTP/SCS is also supported by a combination of transportation and land use strategies that help the region achieve state GHG emissions reduction goals and Federal Clean Air Act (FCAA) requirements, preserve open space areas, improve public health and roadway safety, support our vital goods movement industry, and utilize resources more efficiently. GHG emissions resulting from development-related mobile sources are the most potent source of emissions, and therefore Project comparison to the RTP/SCS is an appropriate indicator of whetherthe Project would inhibit the post-2020 GHG reduction goals promulgated by the state. The Project's consistency with the RTP/SCS goals is analyzed in detail in Table4: Regional Transportation Plan/Sustainable Communities Strategy Consistency. Compliance with applicable State standards would ensure consistency with State and regional GHG reduction planning efforts.The goals stated in the RTP/SCS were used to determine consistencywith the planning efforts previously stated. As shown in Table 4, the proposed Project would be consistent with the stated goals of the RTP/SCS. Therefore, the proposed Project would not result in any significant impacts or interfere with SCAG's abilityto achieve the region's post-2020 mobile source GHG reduction targets. Table 4:Regional Transportation Plan/Sustainable Communities Strategy Consistency SCAG Goals Compliance GOAL 1: Align the plan investments and policieswith N/A: This is not a project-specific policy and is therefore improving regional economic development not applicable. and competitiveness. GOAL 2: Maximize mobility and accessibility for all N/A: Although this Project is not a transportation people and goods in the region. improvement project, the Project is located near existing transit routes on Myford Road, Walnut Avenue,and access to 1-5. GOAL 3: Ensure travel safety and reliability for all N/A: This is not a transportation improvement project and people and goods in the region. is therefore not applicable. GOAL 4: Preserve and ensure a sustainable regional N/A: This is not a transportation improvement project and transportation system. is therefore not applicable. GOAL 5: Maximize the productivity of our N/A: This is not a transportation improvement project and transportation system. is therefore not applicable. GOAL 6: Protect the environment and health of our Consistent: The reduction of energy use, improvement of air residents by improving air quality and quality, and promotion of more environmentally encouraging active transportation (e.g. sustainable development are encouraged through bicycling and walking). the development of alternative transportation methods,green design techniquesfor buildings,and other energy-reducing techniques. This development project is required to comply with the provisions of the California Building Energy Efficiency Standards and the Green Building Standards Code (CALGreen). GOAL 7: Actively encourage and create incentives N/A: This is not a project-specific policy and is therefore for energy efficiency,where possible. not applicable. October2020 Kimley>»Horn 122 City of Tustin Myford Warehouse Greenhouse Gas Emissions Assessment Table 4:Regional Transportation Plan/Sustainable Communities Strategy Consistency SCAG Goals Compliance GOAL 8: Encourage land use and growth patterns Consistent: The Project is located within a relatively short that facilitate transit as well as non- walking distance to local bus routes. motorized transportation. GOAL 9: Maximize security of transportation system N/A: This is not a transportation improvement project and through improved system monitoring,rapid is therefore not applicable. recovery planning, and coordination with other security agencies. Source:Southern California Association of Governments,Regional Transportation Plan/Sustainable Communities Strategy,2016. The goals stated in the RTP/SCS were used to determine consistency with the planning efforts previously stated.As shown in Table 4,the Project would be consistent with the stated goals of the RTP/SCS aInd the CARIB Scoping Plan. Therefore, the Project would not result in any significant impacts or interfere with SCAG's abilityto achieve the region's post-2020 mobile source GHG reduction targets. Consistencywith the CARB Scoping Plan The California State Legislature adopted AB 32 in 2006. AB 32 focuses on reducing GHGs(CO2r CH4, NOx, H FCs, PFCs,and SF6)to 1990 levels bythe year 2020. Pursuant tothe requirements in AB 32, CARIB adopted the Climate Change Scoping Plan (CCSP)in 2008,which outlines actions recommended toobtain that goal. The CCSP provides a range of GHG reduction actions that include direct regulations, alternative compliance mechanisms, monetary and non-monetary incentives, voluntary actions, market-based mechanisms such as the cap-and-trade program,and an AB 32 implementation fee to fund the program. As shown in Table 5: Project Consistency with Applicable CARIB Scoping Plan Measures, the Project is consistent with most of the strategies,while others are not applicable to the Project. The 2017 CCSP Update identifies additional GHG reduction measures necessaryto achieve the 2030 target. These measures build upon those identified in the first update to the CCSP in 2013. Although a number of these measures are currently established as policies and measures,some measures have not yet been formally proposed or adopted. It is expected that these actions to reduce GHG emissions will be adopted as required to achieve statewide GHG emissions targets.As such, impacts related to consistency with the Scoping Plan would be less than significant. Table 5:Project Consistency with Applicable CARBScoping Plan Measures Scoping Plan Scoping Plan Implementing Sector Measure Regulations Project Consistency Consistent. The Cap-and-Trade Program applies to large industrial sources such as power plants, refineries, and cement manufacturers. However,the Regulation for the regulation indirectly affects people who use the California Cap-and- California Cap on GHG products and services produced by these industrial Transportation Trade Program Emissions and Market- sources when increased cost of products or services Linked to Western Based Compliance (such as electricity and fuel) are transferred to the Climate Initiative Mechanism October consumers. The Cap-and-Trade Program covers the 20,2015(CCR 95800) GHG emissions associated with electricity consumed in California, generated in-state or imported. Accordingly, GHG emissions associated with CECA projects'electricity usage are covered b the Cap-and- October2020 Kimley>»Horn 123 City of Tustin Myford Warehouse Greenhouse Gas Emissions Assessment Table 5:Project Consistency with Applicable CARB Scoping Plan Measures Scoping Plan Scoping Plan Implementing Sector Measure Regulations Project Consistency Trade Program. The Cap-and-Trade Program also covers fuel suppliers (natural gas and propane fuel providers and transportation fuel providers)to address emissions from such fuels and combustion of other fossil fuels not directly covered at large sources in the Program's first compliance period. Pavley 12005 Consistent. This measure applies to all new vehicles Regulationsto Control starting with model year 2012.The Project would not GHG Emissions from conflict with its implementation as it would apply to all Motor Vehicles new passenger vehicles purchased in California. Pavley 12005 Passenger vehicles, model year 2012 and later, California Light-Duty Regulationsto Control associated with construction and operation of the Vehicle GHG GHG Emissions from Project would be required to comply with the Padey Standards Motor Vehicles emissions standards. 2012 LEV III California Consistent. The LEV III amendments provide GHG and Criteria reductions from new vehicles sold in California Pollutant Exhaust and between 2017 and 2025. Passenger vehicles Evaporative Emission associated with the site would comply with LEV III Standards standards. 2009 readopted in Consistent. This measure applies to transportation 2015.Regulations to fuels utilized by vehicles in California. The Project Low Carbon Fuel Achieve GHG Emission would not conflict with implementation of this Standard Reductions Subarticle measure.Motor vehicles associated with construction 7.Low Carbon Fuel and operation of the Project would utilize low carbon Standard CCR 95480 transportation fuels as required under this measure. Regional SB 375.Cal.Public Consistent.The Project would provide development in Transportation- Resources Code§§ the region that is consistent with the growth Related GHG 21155,21155.1, projections in the RTP/SCS. Targets. 21155.2,21159.28 Goods Movement Not applicable. The Project does not propose any Goods Movement Action Plan January changes to maritime, rail, or intermodal facilities or 2007 forms of transportation. 2010 Amendments to Consistent. This measure applies to medium and the Truck and Bus heavy-duty vehicles that operate in the state. The Medium/Heavy-Duty Regulation,the Project would not conflict with implementation of this Vehicle Drayage Truck measure.Medium and heavy-duty vehicles associated Regulation and the with construction and operation of the Project would Tractor-Trailer GHG be required to comply with the requirements of this Regulation regulation. Not applicable. This is a statewide measure that High Speed Rail Funded under SB 862 cannot be implemented by a project applicant or Lead Agency. Title 20 Appliance Efficiency Regulation Title 24 Part 6 Energy Efficiency Standards for Electricity and Residential and Non- Consistent. The Project would not conflict with Natural Gas Energy Efficiency implementation of this measure. The Project would Residential Building comply with the latest energy efficiency standards. Title 24 Part 11 California Green Building Code Standards October2020 KimlepMorn Pau, 124 City of Tustin Myford Warehouse Greenhouse Gas Emissions Assessment Table 5:Project Consistency with Applicable CARBScoping Plan Measures Scoping Plan Scoping Plan Implementing Sector Measure Regulations Project Consistency Renewable Portfolio 2010 Regulation toImplement the Consistent. The Project would obtain electricity from Standard/Renewable the electric utility,Southern California Edison(SCE). In Electricity Standard. Renewable Electricity 2018 SCEobtained 42 percent ofits powersupplyfrom Standard(33%2020) SB 350 Clean Energy renewable sources, including large hydroelectric Million Solar Roofs and Pollution projects.Therefore, the utility would provide power Program Reduction Act of 2015 when needed on site that is composed of a greater percentage of renewable sources. (50%2030) Consistent. This measure is to increase solar Million Solar Roofs throughout California,which is being done by various Tax Incentive Program electricity providers and existing solar programs. The Program program provides incentives that are in place at the time of construction. Title 24 Part 11 California Green Building Code Consistent. The Project would comply with the Standards CalGreen standards, which requires a 20 percent Water Water SBX 7-7—The Water reduction in indoorwater use.The Project would also Conservation Act of comply with the City's Water-Efficient Landscaping 2009 Regulations(Chapter 7 of the Tustin Municipal Code). Model Water Efficient Landscape Ordinance Consistent. The State is to increase the use of green Title 24 Part 11 building practices. The Project would implement Green Building California Green required green building strategies through existing Green Buildings Strategy Building Code regulation that requires the Project to comply with Standards various CalGreen requirements.The Project includes sustainability design features that support the Green BuildingStrategy. Not applicable.The Mandatory Reporting Regulation requires facilities and entities with more than 10,000 MTCO2e of combustion and process emissions, all facilities belongingto certain industries,and all electric 2010 CARB Mandatory power entities to submit an annual GHG emissions Industry Industrial Emissions Reporting Regulation data report directly to CARB. As shown above, although total Project GHG emissions would exceed 10,000 MTCO2e, the majority of these emissions are from mobile sources.Therefore,this regulation would not apply. Title 24 Part 11 California Green Consistent. The Project would not conflict with Recyclingand implementation of these measures. The Project is Waste Recycling and Waste Building CodeStandards required to achieve the recycling mandates via Management compliance with the CALGreen code. The City has AB 341 Statewide 75 consistently achieved its state recycling mandates. Percent Diversion Goal Forests Sustainable Forests Cap and Trade Offset Not applicable.The Project is in an area designated for Projects urban uses.No forested lands exist on-site. Consistent. The regulations are applicable to High Global High Global CARB Refrigerant refrigerants used by large air conditioning systems and Warming Warming Potential Management Program large commercial and industrial refrigerators and cold Potential Gases CCR 95380 storage system.The Project would not conflictwith the refrigerant management regulations adopted by CARB. October 2020 KimlepMorn Pau, 125 City of Tustin Myford Warehouse Greenhouse Gas Emissions Assessment Table 5:Project Consistency with Applicable CARB Scoping Plan Measures Scoping Plan Scoping Plan Implementing Sector Measure Regulations Project Consistency Not applicable.The Project site is designated for urban Cap and Trade Offset development.No grazing,feedlot,or other agricultural Agriculture Agriculture Projects for Livestock activities that generate manure occur currently exist and Rice Cultivation on-site or are proposed to be implemented by the Project. Source:California Air Resources Board,California's 2017 Climate Change Scoping Plan,November 2017 and CARB, Climate Change Scoping Plan, December 2008. As seen in Table 4 and Table 5,the Project would be consistent with all applicable plan goals. In addition, the Project would include several sustainable design features that would help reduce GHG emissions.As shown in Table 3, with mitigation the Project is estimated to emit approximately 5,539.93 MTCO2e per year directly from on-site activities and indirectly from off-site motor vehicles.The GHG emissions caused by long-term operation of the Project would be less than significant. Regarding goals for 2050 under Executive Order S-3-05, at this time it is not possible to quantify the emissions savings from future regulatory measures,as they have not yet been developed; nevertheless, it can be anticipated that operation of the Project would comply with all applicable measures are enacted that state lawmakers decide would lead to an 80 percent reduction below 1990 levels by 2050. Mitigation Measures: No mitigation is required. Level of Significance: Less than significant impact. 5.3 Cumulative Setting and Impacts Cumulative Setting Climate change is a global problem. GHGs are global pollutants, unlike criteria air pollutants and TACs, which are pollutants of regional and local concern. Whereas pollutants with localized air quality effects have relatively short atmospheric lifetimes (about 1 day), GHGs have much longer atmospheric lifetimes of 1 yearto several thousand years that allow them to be dispersed around the globe. Cumulative Impacts It is generallythe case that an individual project of this size and nature is of insufficient magnitude by itself to influence climate change or result in a substantial contribution to the global GHG inventory. GHG impacts are recognized as exclusively cumulative impacts; there are no non-cumulative GHG emission impacts from a climate change perspective.The additive effect of project-related GHGs would not result in a reasonably foreseeable cumulatively considerable contribution to global climate change. In addition, the Project as well as other cumulative related projects would also be subject to all applicable regulatory requirements,which would further reduce GHG emissions.As shown in Table 4 and Table 5, the Project would not conflict with the GHGRP, or the RTP/SCS. As a result, the Project would not conflict with any GHG reduction plans including the CARIB Scoping Plan.Therefore,the Project's cumulative contribution of GHG emissions would be less than significant and the Project's cumulative GHG impacts would also be less than cumulatively considerable. October2020 Kimley>»Horn 126 City of Tustin Myford Warehouse Greenhouse Gas Emissions Assessment Mitigation Measures: No mitigation is required. Level of Significance: Less than significant impact. October2020 Kimley>»Horn 127 City of Tustin Myford Warehouse Greenhouse Gas Emissions Assessment 6 REFERENCES 1. California Air Resources Board, California's 2017 Climate Change Scoping Plan, November 2017. 2. California Energy Commission, 2017 Power Content Label,J uly 2018. 3. City of Tustin, City of Tustin General Plan, 2018 4. HPA Architecture, 14451 Myford Road Conceptual Site Plan, September 21, 2020. 5. Intergovernmental Panel on Climate Change, Climate Change 2007:The Physical Science Basis, 2007. 6. Intergovernmental Panel on Climate Change, Climate Change 2013: The Physical Science Basis, Contribution of Working Group 1 to the Fifth Assessment Report of the Intergovernmental Panel on Climate Change, 2013. 7. National Research Council,Advancing the Science of Climate Change, 2010. 8. State of California, Code of Regulations Section 15065.5a, 2018. 9. Southern California Association of Governments, 2016 - 2040 Regional Transportation Plan/Sustainable Communities Strategy, 2016. 10. South Coast Air Quality Management District, Minutes for the GHG CEQA Significance Threshold Stakeholder Working Group#13, 2009. 11. U.S. EPA, Inventory of U.S. Greenhouse Gas Emissions and Sinks: 1990-2016, 2018. 12. U.S. EPA, Methane and Nitrous Oxide Emission from Natural Sources, 2010. 13. U.S. EPA, Overview of Greenhouse Gases, 2018. October2020 Kimley>»Horn 128 Appendix A Greenhouse Gas Emissions Data / : / 7 : < . --,--- / : aCD ) / \ �\ % )CN / :@ U) % �\ M 2 � ° / j / - �/ 04 / \ \ |a g s ° / a ® E ® LL } \ k k£ e ' \ \ \ 2 9 W e o 33 o■ § • c \ 3 �3 a / z£ ƒ \ 2 G .0 / o \ % 0 3 a- Lli & � � c ) $ 2 / % > ° $ � a \ 75; ■ ! % :\ ® \ 7 / :LO @ k » c ~ CL k£ 5 ■ m f � � cl� \ \� w § a ■ E 2 § ` \ Q . .. m 06 0 - E 2 ± Ko g. f \ cn 2 \ � § e 2 :\ U \ 5 / U o ■ e . @ = m r U) & / :7 E \ a. 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LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU U . . . . . . . . . . . . . . . . . . . . . . . . . . o O . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w m U 75 Q 66 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o 'O 'O 'O 'O 'O 'O 'o 'O 'O 'O O O O 'O 'O O O 'O O 'O 'O V N m_ co V co N N co N co N N N N V N N .O N N N m O Ch O �� CLJ �� Cb Cb .O �� Ch W V �� .I� Cb .OLO O � V .O .O .O .O .O .O O .O V O W Ch LO .O O co .O .O ('0 O W V .Ln co .O Cl) .1 .O N Ln .O Cl) .I- .Ob � Ch 0b N .O CO � .� 0b N . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C C .10 00 co C O U 'v 'm ' ' 'v 'v ''m 'v 'v 'o No 'o No O o 'Ov 'O M O O OOO O 'o 'o O o co C') 04 C , ,� ,, m ' 'O O O O O O00 CR) 04 O 00 00 O O ' 00 N 'co 'N 'O 'CCJ 'Ln 'O 'N 'O CO :06 .� .o .� .� X W U) ..F...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p... ..p...F.. . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . O LU w w w 'w 'w w w w w w 'w 'w w w w w w w w w w w w w w w O . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W U 75 Q 66 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Ch m 'O ''Oo ''Oo O ''O ''O 'O ''O ''O O O o '� 'O O O Ooo O N :O N V C ' . co O Cb O A CISV N O O Ch W�Ln O O Cl) G I- N 0 . . . . ,O ,O 0 0 O O 0 co NV0 00 N O .OXO . . . . . . V ,Lo ,C`') ,0 ,N ,N ,N (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C C C 0 U �v �m �m �m �m �m �m �m �m m o 'O 'o 'o 'o 'o 'o 'o 'o 'O :O co O 'O 'O 'o 'm 'O 'O 'O 'O 'O 'O ;o CO ; .0 I N VV . . qO .O O O O O 0 0 0 00 O Lo 0 0 O 0 0 0 O � 0 N 0 0LO 0) LO �V LC) �Co ,N �N X a W U) ..F...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...F.. . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Q .Q .Q .Q .Q . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . o 0 . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w m U 75 Q 66 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 0 o' o 'o o 'o 'o . N N co O N : VN 0 0 0 0 0 0 0 0 0 LI)Lc) 0 0 .O O 'CSO 'N O O N O O O O Ln N O I� O O Iq � . . . . . . . . . . . . . . . . . . m00 N N (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C C C O U ' ' ' ' ' ' ' co'O 'o 'o 'o 'o 'O 'o 'o ' (0 O O p O O O O O O co ' ' ; 'O 'O ''O 'O O ' p O O O 'O 00 OOMOO OO0O0 :O O 0 N O Cl)Ch O O N 'O 'I- co C CO �Ln �Ln :06 N N N (1) U) X W U) ..F...P...IN...IN...IN...IN...IN...IN...IN...IN...IN...IN...IN...IN...IN...IN...IN...IN...IN...IN...IN...p...�...�...�...F.. . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . O LU w w w w 'w 'w w w w w w w w w w w w w w w w w w w w w O . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W U 75 Q 66 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o '.o o o 'o 'o o 'o 'o O ' O Ch . 00 V N p Ln O V , N , N , N :N , N , N , N 'CJ N N NN Ch m _ mq N N 0 0 . . . . . . . . . . . . .N 0 O V O Cl) W O O O O O O O O O O N O O OcoO O NN O .O .O NO . ,N Ln Ch 0 N N (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C C C O U 'm co ''v 'm ''m 'm ''m ''m ''m ''m ''m O 'O O 'O O 'O 'O O 'O O' o oO o V �I� ' ' ' ' 'O Jcc ` N V 0 N ' ' ' ' N N N 000 O O oo0O O O N O O O iO V 'O O O 'W 'N �N ,p ,� ,N ,� ,� _ N ,CCJ , ,CCJ ,Co ,N ,N ,N X W U) ..F...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...�...�...�...�...p...p...F.. . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . O LU w 'w 'w w w 'w 'w w w w w 'w 'w w w w w w w w w w w w w w O . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W U 75 Q 66 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' � O 'O � � � � O � OOO � .O N .0 Lo CO co N � � O) N O N N O OC) N O O O ON O V O OO O O N O O O O O O O . � , .� 0 ;V O0 � N N N N (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C C C 0 U ' ' ' ' 'O :O coco 'oo 'oo .o 'o o 'O o 'o :o 04 (.0 Q :O 'O 'O 'O p p 'O 'O 'O 'O 'O 'O 'O 'Ch 'O 'cj �— �— 'O p �p p p 'O 0 com 0 0 0 O ' 'N 'O :O 'I� 'CO O 00 r — X m w U) ..F...p...p...p...p...p...p...p...p...p...p...p...p. ..p.. .p... p...p ...p. ..p...p...p...p...p...p...p...F.. . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . 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(0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o 'o o 'o 0 0 0 'o O � �N �O � � � � �� � � �N � CO � .O � V N N ( AC � O NN N) : q O 11 ,O ,O O O O O 00 O O O Cl)04 10 O O CbO _ CO N CO CO 0 m 'O 'V N N Ch :CO 0 N (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C C C 0 U �co �c co O :O 'O 'O 'O :O c0 0 :o 'O 'O :Co 0 0 0 N 0 0 O O O CO 0 0 C N ;Ch CO: :I1 0 N r — X m w U) ..F...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...�...�...F.. . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU U . . . . . . . . . . . . . . . . . . . . . . . . . . o 0 . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w m U 75 Q 66 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 0 'o 'o o 'o 0 N O O 00 J 00 N N N N .� �m NLn O N 00 I m 0 o 'j- N Cl) O O O ,O ,O O O O O O Cl) O N N N �� I 00 O NN N N m coCCJ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C C C O U �m �m �m �m �v ' ' ' o 'O 'O 'O 'O 'O co O 'O O o 'O o co N N04 N N CV O rD O , O N O 00 Lq 0 0) 00 q O O O OO N 0 Ch ;0 O O N C Ch �N N SCh SCh I.- r — X m W W U) ..F...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p ...�0 ....-PF.. . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . O LU 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w O . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W U 75 Q 66 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o 'o 'o o 'o 'o o 'o 0 O O Ch O O O V O O O O O O co O O O O O O O O N LO ,0 N N N N N Ch CO V (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C C C O U co 'c : ' 'c 'c 'c 'c 'c 'v 'c 'co O 'O 'O O 'O o 'Oo 'o 'o ' o �co :O O O CO O :O �O 'O '� 'O 'O 'O �m 'm '� 'O 'N 'O 'O �m 'm 'O 'O 'N '0 �0 �� �� :O LO O O O 'Cl) O 'O 'O '� OCO O O O O O 'LLO 0 'O O O O O O O '1 'O O 00 .0 04 LO M Ch N N SCh r — X m W W U) ..F...p...p...p...p...p...p...p...p...� I....I....p...p...p...p...p...p...p...p...p...p...p...lp...p...F.. . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . O LU w w w w w w w w 'w 'w w w w w w w w w w w w w w w w w O . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W U 75 Q 66 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o 'o 'o o 'o 'o . . . . . . o 'o �. . . . . . 0 0 N � N N N N ON O � co ChO 00 O O 0 00 Ln � Ch O O O O O O O O O 00 �0 0 O .0 .N (0 C 0 U m 'm 'm 'm 'm 'm 'm 'm 'v 'm E:m O 'O 'O O 'O 'O O 'O O O ' O O O N ' o o o 'N N N N ' ' ' co ' 'N ' — N O O O O O OO O O O O O O q q q . ' ' ' ' O O IO N O 'O :00 :06 N N N SCh :06 eco eco r — 0 U) m w 0 Cn O ..F....p...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...:...F.. L . . . . . . . . . . . . . . . . . . . . . . . . . . i O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N N N N N N N N N N N N N N N N N N N N N N N N N N N H H H H H H H H H H H H H H H H H H H H H H H H H H H N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . o 0 . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w m U 75 Q 66 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o 'o 'o 'o 'o 'o . � 'o 'o ON OO O � N . N . N 'N N N N O N N , .O m 0O O 0 O 0 00 - V 'O m �C�h N O N O Ln 00 O O O O C) O ,O O O :06 N co � (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C C C O U 'm m� 'm co co co 'm O �O �O O �O �O OO �O � 'o O O No O o No o co CO CO CO ' ' N v 'rO O N N N N N N .N 04 O O O O O O O O :O OO O m O O OO O COO 00 LO 'CCJ Ln C �O N N COS00 L — X m W W U) ..F...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p ...�0 ....-PF.. . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N N N N N N N N N N N N N N N N N N N N N N N N N N N H H H H H H H H H H H H H H H H H H H H H H H H H H H . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . O LU w w w w w w w w w w w w w w w w w w w w w w w w w w O . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W U 75 Q 66 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o o 'o 'o o 'o 'o o 'o N �0 �O �r.— LO O V VO CN m 0 � 0 Cl) O ' V Ch .— O N .0 .0 N m O O O C) N O O 00 L V .0 .0 .0 .0 .0 .0 O .0 . . . . . . . . . . . . . . It . . 00 04 (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C C C O U co coco : co O 'O 'o 'O 'o 'o 'O 'o 'o 'O co :O 'O �o 'O 'O 'O 'O 'O 'O 'O 'O 04 co LO 04 : O � ' O XO �' X'O ' ' 4— 'O � �OIO O O CO C pC0 �00 N N eco oo r — X m W W U) ..F...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p... ..p...F.. . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N N N N N N N N N N N N N N N N N N N N N N N N N N N H H H H H H H H H H H H H H H H H H H H H H H H H H H . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . O LU w w w w w w w w w w w w w w w w 'w 'w w w w w w w w w O . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W U 75 Q 66 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 'o m '� 'o 'o 'o 'o 'o 'o CCJco O N N m .6? m 0 m �� N N N m N N N m O .0 .0 O O 0 O N O N r'- O O O O O � 1 0 O O L m ,O .L � Ch _ m .Lo .O N N N (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C C C 0 U 'm 'v 'm 'v 'v 'm 'v :m 'o 'o 'o 'o 'o 'o 'o :o co LO co 'o 'L '0 'o 'o 'o '0 'o :0 CO O O :O ,0O ,NO ,� ,CO 0 ;N ,N ,oO ,m ,00 ,O , O i 0 10 ,O ,O 10) :O :O ,O ,O ,N �6 ;� �m ,O 0 ,0 1 ,0 �0 .0 �p �� �p .0 :CCJ 'V 'O 'V LO :O C �CCJ �0 O O 0 N r — X m w U) 2 ..F...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...F.. . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . 04 04 04 04 . . . . . . . . . . . . . . . . . . . . . . . . . . o 'o ,o ,D N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU U . . . . . . . . . . . . . . . . . . . . . . . . . . o 0 . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w m U 75 Q 66 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :o :o :o :o Lc N �N �LO �� �oo N N N Ch CO N rD L O 00N Ch O O Ch �� O .0 .0 O O O V V ,O ,O ,O O O O O O N O N O O N [M- CI) O O ,CO CO (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C C C O U 'm 'm 'v 'm 'm 'm 'O 'O 'O 'O 'O 'O 'O co 'o 'o 'O 'O 'o 'o I I I 'O Lo O N ; ; , N h oo O :O, N N (b co 0) oo N N O O 0 N N O O O O 0 O N O O O ) O O N O O O OOONmO O O O N '00 CSS co CO COSN SCO r — X m W W U) 2 ..F...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p... ..p...F.. . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . O LU w w w w w 'w 'w w w w w w w w 'w 'w w w w w w w w w w w O . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W U 75 Q 66 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o 'o 'o 'o 'o 'o o 'o 'o mo N , N , N m . N . N . N NmL m0 N . N N CLJ Cl) O O O N � O O m O O O O O O ,O V c m O O O O O O m _ m N CO .O 1-- N N r-� N LO (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C C C 0 U Ev 'cry 'v -,t 'm 'v 'm 'm n 'm 'v 'm 'm :O 'O 'O 'O 'O 'O 'O 'O 'O 'O 'O 'O 'o co :O 'O 'O 'O 'O 'O 'O 'o 'O 'O 'O 'O 'O co p Op N o O p ' ' ' ' pO OO �OO :N OO 'O O O O O � O O O 'O 100 10 'l- 4- V � : : ' � ' O V rl- 10) Ln '� 'Lb O 'O 'N '� Lb :06 O O V 04 00 N V O :(CJ SCh V ,N r - X m w U) 2 ..F...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p... ..p...F.. . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . o 0 . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w m U 75 Q 66 O N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 'o 'm '� 'o 'o 'o 'o 'o 'o 00 00 , N N Ch V V .O? m � O m N N N m N N N co 0 N N O .0 L2 .0 N .0 NI-- O O O O N 1- O) O O LO O cn O O O O .L .O N N r-� N (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C C C O U co 'v 'c 'v 'v 'c 'v 'c co :O 'o 'o 'o 'o 'o 'o 'O :O co co :O 'L 'O 'o 'o 'O 'O 'O 'O :o co CO :p N 0 � NN O 'V O 'O ' 'O 'O 'O O O p p ' p p ' p ' O O LO' ' ' ' ' ' � ' ' 'O O V O V rl— 'O O C pco ;06 ;rn ;rn ;0 ;N N — X m W W U) 2 ..F...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...F.. . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . O LU w w w w w w w w w w w w w w w w w w w w w w 'w 'w w w O . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W U 75 Q 66 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C, 'o 'o o m �0 �� N N N m 0 rD N rD 0 O co rD 00 O CCJ N N O O N V N O O 'V 'O 'O 'V O O :N 'O 'O 'V 'CCJ :r,� Ch O N O O O .0 .0 V 0 V .0 .0 .0 O O O O O N O N O .0 O Y O O O ,O N CCJ O (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C C C 0 U coo 'v 'm 'm 'm 'm 'm 'o 'o 'o 'o 'o 'O 'O 'o co 'O 'O 'O 'O 'o 'O 'o 'o CO O O h ' ; N _ � O co O :Oco O O 1O, 'l- � N N N O0C2 V O O O il� OO 0 �O Cl) COSV 'j- C14 N - X m w U) ..F...p...p...p...p...p...p...p...p...p...p...p...p. ..p.. .p... p...p ...p. ..p...p...p...p...p... ..p...F.. . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 'N N N N N N N N N N N N N N N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . o 0 . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w m U 75 Q 66 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . 0 'o 'o . . . . . . . o 'o 'o . . . . . . . 0 � N V 00 N V � SCO 00 O :N :� N N N OO OO ON CO CO NNO O 00 O O CO O O LO O O m ,O .,O ,m N O O O O O O O O O O O O O O O LO .m .CA N � CO .O . . . . . . . . . . . . . . . . . ,N 0) CO W V (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C C C 0 U 'v 'm 'm 'm 'v 'm 'v 'v 'm 'v 'm 'v 'm co 'O 'O 'O 'O 'O 'O 'O 'O 'O 'O 'O 'O 'O :O co 'o 'o 'o 'O 'O 'o 'o 'o 'O 'O 'o 'o I I I 'o :O coo O o Eo 'O ' 'o ooo oo ' o 'o ' 'o o 'o o o - O O O L 'O � O O O O O O 1O O O I- CO CO rD Ln CO Ln Ln CO CO N Cl) _ N N 'm L :C) C14 r_ N +.-, 'Ln 'N �O V :O :CO SCh :06 V V X (10 w U) ..F...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p ...�0 ....-PF.. . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N N N N N N N N N N N N N N N N N N N N N N N N N N N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . o 0 . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w m U 75 Q 66 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 'o o' o 'o co ,O O �� .6? �N O O �N ,O N N �� N N N Ch V N '"o O O V O _ Ch O N O O O O O O O O O N O O N O O N O O O O O O O O Om ,O ,O m N O O O O O O O .O m .0 .O N N O (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C C C O U coco 'o 'o 'o 'o 'O 'O 'O 'o co co 'O 'O 'O 'O 'O 'O 'O 'O coo O o Em �� �� �cCOo �0 �(0 ' �o :o �. oO �o �o oCO �o �o �o� �o �o �o �o �o OOO O OO °O O N o ,� O - N �N �O 'j- C14 X m W W U) ..F...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...�...�...�...�...P...p...F.. . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N N N N N N N N N N N N N N N N N N N N N N N N N N N N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . O LU w w w 'w 'w w w w w w 'w 'w w w w w 'w 'w w w w w w 'w 'w w O . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W U 75 Q 66 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O .0 'O O CV NO NO oO OO OO O h ' N rD J rDN N N O Oo 0 Cl) Ch . N O F.- �co 1- ,O ,O ,O o ,O ,O ,O ,O N O ,O 00 _ 0) '004 _ N O O m co .00 V (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C C C O U oo o oo o oo :o co O :O 'O 'O 'o 'O 'O 'O :o coo � � Oo �o ooo ooo � � o oo o � O N O 4 oLq O� O CO U) X m W W U) ..F...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...F.. . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N N N N N N N N N N N N N N N N N N N N N N N N N N N N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . O LU 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w O . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W U 75 Q 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o 'o 'o o 'o 'o N N , N , N ,N :; N : - ,O N N N N O O O N V m .O V �� �� � :�q m V O O O O O O O O O O O N O t O O O O O O O N O O O ,' N .O co .00 (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C C C O U CO ' co O ' ' ' ' 'o Lo O 'o 'o 'o 'Oo 'Oo 'Oo 'Oo 'o 'o 'o CO O O 10 LO � � 00 � iV1O . OMC) No OOOCh 1 p m mO O Ln C �N �O �V :O :O m :06 N - X m W a ..F...�...�...�...�...�...�...�...�...�...�...�...�...�...�...�...�...�...�...�...�...�...�...�...�...F.. . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . 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C C C 0 U 'm 'm 'm 'm 'm 'm 'm 'm 'v CO::) CO::) 'o 'o 'o 'o 'O 'O 'o co _ 'o �o �o �o �o �o �o I I I 10 1O co 00 CO N OCO N O 0O O � 0 � �O ' ' �N L CO, ,N SCO N — X m w a U) ..F...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...F.. . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . U .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU . . . . . . . . . . . . . . . . . . . . . . . . . . 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C C C 0 U m 'm 'm 'm 'm 'm 'm 'v O O O O O O O No .OO� o ' o i O O 'V co S ' CO � p 0) N O O O O O O O Il- Ch COO� p p06 'O 'O 'O 'O 'O 'O ' 'Ln f- C V ,N V �L CO, ,N SCO N — X m w U) ..F...p...p...p...p...p...p...p...p...p...p...p...p. ..p.. .p... p...p ...p. ..p...p...p...p...p...p...p...F.. . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . U .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU . . . . . . . . . . . . . . . . . . . . . . . . . . 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C C C 0 U coco ' co O 'O 'O 'O 'O 'O 'O :O co CO O ' 'o O O O O O Oco coL 0 o � � ' ' ' co co CJ o � 0 O O O :O o Oi N O 'N 'O 'O 'O ' 'O ' ' 'O 'O .0 'I- 'N 'V 'O 'V '0) 'O 'O 'N 'O 'O 'O 'O 'O 'O 'O ' C �V �N �V �� �m :N N — X m w a U) ..F...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...F.. . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . U .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 .0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU . . . . . . . . . . . . . . . . . . . . . . . . . . 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C C C 0 U coco O 'O 'O 'O 'o 'O 'O co (0 O 'Cp 'p 'O 'O 'O 'O 'O 'O ' , ' ' 'c N CO 0 CO O) N O) 0 CO T N N N N N N ' ' � O 0O O O p p O O OCO : O OO i 0 O N O N O O N O 1 1 1 ; 0 0 0 CO CO 0 0 0 O 00 � 'O 'O) 'Cl) No ' 0 �N �N �N N : — X m w U) ..F...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p... ..p...F.. . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU . . . . . . . . . . . . . . . . . . . . . . . . . . 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C C C O U 'm 'moo ' ' ' ' ' ' ' 'm ''m ''m ''mo ''mN CO O O O No 'o 'Oo 'O CC) o O O LO OCO : N : N : N 'N , , o :O O ,O 0 i O O , 0 0 0 O O O O O N ; 0 0 0 m m O 00 � , O 'm 'O 'Il_ O C m N N N M :- X m W a ..F...�...�...�...�...�...�...�...�...�...�...�...�...�...�...�...�...�...�...�...�...�...�...�...�...F.. . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .> . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t..........................................•..................................• . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . LL " " " " " " " " " " " " " " " " " " " " " " " " " " O O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W U 75 Q 66 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o 'o o � o 'o 'o 0 � � � pO p mpp O C) -'T N N O O O O O O O O O O O O Cl) N O O O ,000,0 ,O ,00 O c O O .V 00 ,CO 0 N N (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C C C 0 U co CO Oc0 'Ch ; 'oo 'oo 'o 'O 'O ' :O o 'p ' O O O , ,' ' o � N N N N O O N p p O O O O ,p OOO Lc) O O ;O N O O 10 O ' No 'm 'm O O Ch oN :O C �LO �Co (M — X m w U) ..F...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p ...F.. . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU U . . . . . . . . . . . . . . . . . . . . . . . . . . o 0 . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w m U 75 Q 66 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o 'o 'o 00 N m O N m O ON N m N V .O .O _ N m .- N _ m m _ m N .0 .0 .0 O O O O O O ,O ,O O O O O N V :m O .0 .0 O N m V ,m (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C C C U �m �m co o: o �o 10 �0 CO co - ' ' �- ' ' 'co ' ' 'O � 'O 'O � ' ' ' 'm 'lo- 'N O O O 00 0 O O O N � 'm :O O O O pp NOO � O O O O N (M — X m w a U) ..F...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p... ..p...F.. . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . > .> .> .> .> .> .> .> .> .> .> .> .> .> .> .> 0 ,p ,p ,p ,p ,p ,p ,p ,p ,p ,p ,p ,p ,p ,p ,D . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ...t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t........................................... F.. . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . o U U U U U U U U U U U U U U U U U U U U U U U U U U U 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w m U 75 Q 66 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0m O 0 m 0 O OOOOO O . - N (O ' m CO _ NO 0) rD V N O � O N N N OO 00 , O 04 r O� N Ch (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C C C O U �m �m (0 O 'O 'O 'O 'O CSO O O CO C0 '� 0c)O : ' ' 'o ' V O ' 'O ' T � o ' co' N �Oooo o O coo 04 �O O0 04 () O Y — X m W W U) ..F...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...F.. . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t..........................................•..................................• . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . O LU w w w w w w w w 'w 'w 'w w w w w w w w w w w w w w w w O . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W U 75 Q 66 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 0 0 . '10 N :O O N O O N O O NO N N O ,N Cl) O ' O :O 'O 'O 'O 'C '_ O 'Cl)O 00 O .0 .0 N O O .0 O .0 O O O O O .0 .0 .0 O .0 O N � m 0 ,N h (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C C C 0 U 'm 'm 'm 'v (0 'O 'O 'O 'O 'O :� coo O co Eo 'o 'o 'o 'o 'o �o 'm 'o ', '6 'o ''o 'o 'o 'm 'o '� '� 'o '� 'o 'o '� 'rn 0 i O O O m O O , 0 0 0 O O O O O O O O O O N 'N 'N '00 y �CO �O M — X m w U) ..F...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...F.. . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t..........................................•..................................• . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . o 0 . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w m U 75 Q 66 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o 0 0 0 �00 m :m m : N O O �O �O O m O O V N O O O O - OmO ,O ,O ,O -O ,O ,O ,O ,O N r m OO : N O� ,N (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C C C 0 U 'o 'o 'O 'O :O co 'O 'O 'o 'O :o coo O Ev ' o v� o v o v o o o o 4- LO o o Cl)' � N 'O .0 Ln C Ch LO I� (M - X Lo w U) ..F...�...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...F.. . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU 0 . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w m U 75 Q 66 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . oCON � . � o 0 0 'o O N 0 � � 0 � � �C, '�O coO 0 N O _ O V �� � O O O N O O O O O O O N 'O CO. O co CO CO CO CO m CO Ln co. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C C C O U 'm co 'm 'v 'm 'v o �o o o o �m _ � �o � � �o � co S '4SCO , ,CO O .4 CO V CO � O O p 'O p 0 'O O p 'CO OO OO V O O .O NCO :CN :O :0 :O :CO C) OO '� ' ' N0 ' N CO N CCO CO O 'N 'CO CO C �N X00 N CO I" (M — X m W W U) 2 ..F...p...IN...IN...IN...IN...IN...IN...IN...IN...IN...IN...IN...IN...IN...IN...IN...p...p...�...�...�...�...�...�...F.. . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . O LU w w w w w w w w w w w w w w w w w w w w w w w w w w O . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W U 75 Q 66 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o 'o' o 0 0 'o o N � 0 O m N m ,O N CO �� CO �� m �0 �0 �� C'14) CO :,q �� �� �� O N O O O O O O 0 Ch O O O04 O O O O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C C C O U o �o �o �o �o �� � _ o oo COoN 04 LO 04 04 OO O O O O O 4- ' O O ' ' ' O O N O Ch �N 00 (M - X m W W U) 2 ..F...�...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...F.. . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . O LU w w w w w w w w 'w 'w w w w w w w w w w w w 'w 'w w w w O . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W U 75 Q 66 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .0 OO . . O O O O . . O O o N O N ON N N _ m N N N N m_ O N N O 'O O O 00 O N Cl) O O m ,O ,O ,O � O o m O O m O O O O T O Lo .0 'O N O O N O O (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C C C O U cooO O O O O O O O O co o 'O O O coo O 'o ' o o °' N 'Co oo 'o o 'oo ooo oo o o oo o 0 C) .OO O O O O O O v oco O '0 ' m ' O CoCo 04 E nO 'O 'O co (M — X m W W U) 2 ..F...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p... ..p...F.. . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . O LU 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w O . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W U 75 Q 66 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o 0 0 'o 0 0 0 Cb N .O .O 00 00 m m O N m O N O N N O N rD _ O N N O .0 1-- Lo NO O O O O O O O CO O O O O O CO O � m o04 00 CO CO .CO m m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C C C O U 'm co 'm co 'v 'm :v (0 : O m 'o 'O 'O 'o 'O 'O 'O7 0CICO ' co O ,_ ,o , oCO oq ' o o ) ) O O ' O ' O '0 O 'OO � O O OV O O O N :O0 0 co '� 'N CO 07 C Ch 00 Ch Ch I" (M — X m W W U) 2 ..F...�...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...F.. . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . O LU w w w w w w w w w w w w w w w w w w w w w w w w w w O . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W U 75 Q 66 O N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o N 'o � o 'o m N rD c) , N ,OONN CO m O O O O OCO� � , N O Lo ;m ;m (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C C C O U co o o �o �L,) �o o 10� o o O O O NO O O � � O CO O O ,O :Oi , N 0 N m LO L CO CO 0) N 1 m O 'CO 'I� 'N 'O O O m m N m 0 T) X m W W U) ..F...P...P...p...P...P...P...P...P...P...P...P...P...P...P...P...P...P...P...P...P...P...P...P...P...F.. . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :O :O :O :O :O :O :O :O :O :O :O :O :O :O :O :O :O :O :O :O N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t..............................•..............................• . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . O LU w w w w w 'w 'w 'w w w w w w w w w w w w w w w w w 'w 'w O . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W U 75 Q 66 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N O m00 N N CO O m O N V O O �� O O O �- �- O O O m O O Ch O �- �- O �- O O N N � LO O L O .0 O O O O O .0 N .0 .0 O O O O O O O O .m (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C C C 0 U eco �� �� �� eco � �m oo � o �o �o �o �o �oo co : '01) _co N 7 N N :NV LO V 00 '01) N 00 V CO r.- r.- NCCJ :N O O O O O O O O ,O O O O O O O O N LO LO Cb :Ch0 LO O OO O O ,0 , ,OL O O LO oo N4 :O m , 0 0 , T) X m w U) ..F...�...�...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p ...F.. . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 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N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w m U 75 Q 66 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 0 0 0 N :O O O N O 0 N ''O O O N O � - Ch O O O O O O O O O, 0 Ch .m (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C C C O U 'v 'm 'v 'v 'm 'm 'v 'm 'm 'v 'v 'm 'o 'o 'o 'o 'o 'o 'o 'o 'o 'o 'o 'O co 'O 'O 'O 'O 'O 'o 'o 'o 'O 'o 'O 'O 1 LO CNO � I� ' ' '' O 'O 'pO 'O '� 'O 'p p p p p O :O : ' � c V O :0 :c :0 : O O O O O 00 O 0 0 0O ' ' '� 'O 'N I� O Ch CO O O O C14 r_ X m W W U) ..F...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...F.. . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm O :O :O :O :O :O :O :O :O :O :O :O :O :O :O :O :O :O :O :O :O :O :O :O :O :O :O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . O LU w w w w w w w w w w w w w w w w w w w w w w w w 'w 'w O . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W U 75 Q 66 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . 04 .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O N rD N 00O �- O O N O O �O O �00 'O O O O O O O O O ,' V m N N O O O O O 0 O O 00 O Lc) O 'N O .m (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C C C O U o �o o o o o o o o oco co 4) 00 1 CO O O O , , , , , , , , ,O ;m ,N , ,Oc) , , , , , , , , , 0 i � :O ,O ,O ,O ,m ,O ,O ,O , , ,N , ,O ,N ,ON ,O ,O ,c 'O 'O 'O 'O 'O 'O 0 00 :O O 'CO 'CO 'I� 'N '� 'O 'Ch 'CO V M C O N 0 00 N h 00 T) X m W W U) ..F...�...p...p...p...p...p...p...p...p...p...p...p...p ...p ...p ...p ...p ...p ...p...p...p...p...p...p...F.. . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm O :O :O :O :O :O :O :O :O :O :O :O :O :O :O :O :O :O :O :O :O :O :O :O :O :O :O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . O LU w w w 'w 'w w w w w w w w w w w w w w w w w w w w w w O . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W U 75 Q 66 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O N LO LO 'O .CO .O O N N m _ .O _ O O .O .O _ N .O N m N .O N O ,O O O O O Ch O .- .- ,O 'I� p O O O � V O O O O O O O N O O O O O .0 .0 .0 O N m � O Cl) O m C6 (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C C C 0 U (0 'Oo 'o 'o 'O 'O I� OCO oto O(Q O O ' 'oO '' 'p ' 'OO ' co O O O OO O O O O O W 00 0)0 O 00 T) X (10 w U) ..F...�...�...�...�...�...�...�...�...�...�...�...�...�...�...�...�...�...�...�...p...p...p...p...p...F.. . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm 'm ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m O :O :O :O :O :O :O :O :O :O :O :O :O :O :O :O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU U . . . . . . . . . . . . . . . . . . . . . . . . . . o 0 . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w m U 75 Q 66 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .0 O O' O O o �N N �� N m O N �_ �� N m N m m N �_ O I� O O O O Ch O O O � N O O O O co00N O O OO O N O O O ;O O ;O O Ch N O O O O O 0 O O L N O O . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C C C O U 'v 'm 'v 'm 'm 'v 'm 'm 'o 'o 'o 'o 'O 'O 'o 'o co 'o 'o 'o 'o 'o 'o 'o 'O coo N m o o rn o � o v ;O oo O 0; O �0 0) 0 O Ln C ;O ;N ;� CO; ;m T) X m W W U) .. .p....p....p....p...p...p....p....p....p....p....p....p....p....p....p....p...p...p...p...p...p...p...p...F.. . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . O LU w w w w w w w w w w w w w w w 'w 'w w w w w w w w w w O . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W U 75 Q 66 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . a' '00o 0 0' o m .O) N � m N ,O .O � � Lq N N m O co O O Ch Cl)O N N ' N ;O (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C C C 0 U 'v 'm 'm 'v 'm Cl) co �o �04 1 No �o �o �o �o o CO Oco I- oo ' 'oo 0) ' O p O co O O N O O O m O O O O O .O O1OOO OOCfl LO OO ' '�N 'CO CO C ;rn ;rn ;N ;m ;Cn ?N X m w a U) ..F...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...lp...lp...F.. . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU . . . . . . . . . . . . . . . . . . . . . . . . . . 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C C C 0 U 'v 'm 'm 'o 'o 'o O i O :O ;O ;O ;O ;O ; ;O ;m ;O ;O ;O ;O ;O ;O ; ,O ,O ,Lo N X m w a U) ..F...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...F.. . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU U . . . . . . . . . . . . . . . . . . . . . . . . . . o 0 . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w m U 75 Q 66 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 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N O �W O h ; ON . . `- 1- 0 (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C C C O U co co co co co co co (0 O co :00 1 'o I 'o 'o I 'O I I I No 10 10 'co 0 CO h m . � �m � p 'CO O 'p 'O O O p 0 p Co O O , N� , , , , ,� , ,� , , ,CO ::O W � , �0 'O ' ' I� Ch COCh 'CO ' IIO ;Cb ;CO ;Ch X m W W U) ..F...p...IN...IN...IN...IN...IN...IN...IN...IN...IN...IN...IN...IN...IN...IN...IN...p...p...�...�...�...�...�...�...F.. . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 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C C C 0 U co co co co co co co co (0 O 'o 'oO 'O 'oOO y ,O� W o ;N� ,;0 , V0 , W , Cl) O m m _ ;m :O X m w U) ..F...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...p...�...�...�...�...p...p...F.. . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . o 0 . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w m U 75 Q 66 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 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'0 :00 CO O OLr) 'O O LO 4 L : 'O Lq 'O� N y �CO L - X m W a ..F...�...p...p...p...p...p...p...p...p...p...p...F.. m O m :m :m :m :m :m :m > :co E) :o N M O N ..F•••F•••F•••F•••F•••F•••t•••t•••t•••t•••t•••t•••t.. 0 Wui �C U E LU LU LU LU LU 0 LU LU co > >_ '> '> '> '> '> '> 2 ui m W U N O cn0 O N O O G U N NU N N O Z a o Z o o N o (O a c o c Z c CV ---- ---- O N a m a m o� o� o� o� N 2 0 0 o O 2 0 0 00 v o U (o w 0 U (o wo U c T m M T m M F ---- F ---- 0 00 C N [9 cD t0 N cD t0 O O O O N N O N N l0 p ~ ~ O O Co Co 0 Co C p p c� co o co U c m N fV m N fV O O Z Z m Z 0 O O 0 O O N C O O U O O p O Q Co O O m O O O O_ o _ .... .... m O N N If N d IIJ 00 0 O o N 00ce)0 O o �p O p N O O M O o O O M O N O ---- ---- NLo m O Lo m d w Lo ° Dv �v ° Dv �v cc Co 1 cc 0 cc co a � 2O XX w Lo LO w c Lo LO x a LU LO > o o > n o o du7 U) . 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LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . O LU w w 'w 'w w w w w w w w w 'w 'w 'w 'w w w w 'w 'w w w w 'w 'w O . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W U 75 a- LO m 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 '0 0 0 '0 0 '0 co o O N N O N N N N :� O N N m O �� m N Ch Ch .O .O �� .O �N .O .O N —. O ,i ,O Co O � •- N O O O O O. O O O CO::) CO::) V 00 O 00 O O O O � nrl OLO Ch N O O O O 00 Q .O .O .O .O .O .O C . . . . . . . . . . . . . . . . . . . . . . . . . . U m O m p� o o ''o '0 'o �� �� 'o O :O O 'O 'o 'o M ' '� ' ' � o Co v �m �01 o Io o 00 ) :0 ,mO oO rnOO O Cl) C ' ' ;o ,O O4 10 c � ,O O LO (1) 14 ,0 4 � U 2 U) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . (10 m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40- N N M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL U . . . . . . . . . . . . . . . . . . . . . . . . . . OLU 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w 'w O . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W U 75 a- LO m 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O 'OCO O 'Ov O 'Ov OCO O 'Ov O 'Ov OCO '0 .- 0 :, ' :, :, ' :, h O O O O O O O O O O O m o N m N N N O N N N .O O N N N N N N N V O N Ch O O O O N O O N `- O O� OO .O O O O O� O .O O co OO O NO O O NOOO 'O O V 'OO ' ' ' .O 00 co N co N C . . . . . . . . . . . . . . . . . . . . . . . . . . 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(10 o o 'o 'o 'o o o 'o' Q N . ' O O O O O N O N O .O N O O O ,O .N , , , O O ON ON ' � �N LO O CO CO L N N 0 N n C 0 U . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . m O m m 'c �c �c �c �c �c �c �co 'v 'o 'o � o 'o 'o ' o (M 0 N V ,CO ; N ; N ,m ,m ,O ,CO V CO a) N N m O) m V CO m O) m _ co c O :O 'O O O '� ' 'O) '0 '0 O O O ,O 'q 'q 'q O 'q 'q O O 'O 'O 'O :O O O O O 'O) O 'V 'Cfl O O 'L 'V '� O O O '0 O O 'Cl) 'O O O O00 1 04 1 O O SCh V ACV ACV �� ACV �Cn r � m P) 2 . . . . . . . . . . . . . . . . . . . . . . . . . . m U) 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i 0 N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . 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N . N .O .O N � O O V � N Om O 04 0) 0N . I�OO O O .0 ;m O O ; O O O O O O ;N O .O O O O O O ;L ;N ;N ;N ;ch ;c0 C . . . . . . . . . . . . . . . . . . . . . . . . . . U m O m ' ' ' ' ' '' 'o o 'o 'o 'o 'o ''o O O O M ; ; ; N N N ch cOh O O O O O N N O ; ;rD NNO c, O V ' 'O N O N N ch NN ch �O- ;I� � U W 2 U) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . i . . . . . . . . . . . . . . . . . . . . . . . . . . 40- N N M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . 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O � 0 '0 'o '0 .0 0 '0 0 O O � O . N . N . N N m .N O N N O) N 0 OOOO OO -� .O .O) - N . O Ch Ch O O Cl) O . � _N N O O OOO VCO N 0 O� C . . . . . . . . . . . . . . . . . . . . . . . . . . U m O m m Cl) 'm 'm 'm 'm 'm 'v 'm :C', o 'o 'o 'o 'o 'o 'o00 �� M :O O O O O ; ; ; ; ;O _ :O W ; ; ;p L N O O) ; 4- 10 O ' C) O O O' ' 'm m 7 VC V CO ChD O) Lq SCh :� �� �� r � � U P) 2 U) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . N N N N N N N N N N N N N N N N N N N N N N N N N N N . . . . . . . . . . . . . . . . . . . . . . . . . . i . . . . . . . . . . . . . . . . . . . . . . . . . . 40- N N M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . 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(0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . o 'o 'o 'o � co co om 'o � 0 � co � N N O N O0) NO ,0 0 N O O O O O O O .O � Ch O O CO Cl) O ,O O O O O O O O O O O CO � r� O Lq .m CO m C O U . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . m O m �c �c �c �c �c 'v Cp O O O o O O O O (M CO N 'CO �� 'CO '0) N N N 'CLJ �O 'CO ' n '� 'CO �O 'CLJ 'N ' n '� N :00 O O ;m O O O_ O O O O O :O :N : 0 0 0 0 0 0 O '00 'N 'CO 'O 'O ' rD N 'O � .N �N SCh �00 �Ln SCO m W P) 2 . . . . . . . . . . . . . . . . . . . . . . . . . . m U) O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N N N N N N N N N N N N N N N N N N N N N N N N N N N i 0 N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 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W U 75 w LO m 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N .mo .mo .mo .mo C? 04 .0 o CO co N m L L p m Lo O O O p O O OLq FD N N Om N ,O O O O O OO ,O O O O O 2 ,O N m co LO V _ CO N LI? m .rD V y C . . . . . . . . . . . . . . . . . . . . . . . . . . U m O m m �c �c �c �c �co �v �c �co No o 'o 'o 'o ' ' 'o 'O 'o 'O M N O ' ' N N ILO 0 m O O O Om O O O O O O O Om O O O O O O co C)N O O O '� 'N 'CO 'O 'Lq �N N coS �06 r � � U P) 2 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . 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Q m ,o0 oO o o 'oCO 'o o 'o� 'o O O V O O CVhO , p N N O O O O O Ch �0 V 0. O O O O O 0 _ O O ,O ,O ,O O O O OO O O N N 'O 'O Cl) O O N V O 0) CO N N CO N CO C O U . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . m O m co : N O O OOOOO O O OOO O :O I:o o M O I ' 6? N N N N N N N co 1O O O O O O O O 0 Cl) N N O O O O 'p p 'O 'CO 'N p i pO p p 'O ' �0 CC7 SNCO 'OO ' p 0�0 'O co 'O ' p 0I�0 OO :CO CO co O :06 � V V � �CO � N co V co � m W P) 2 . . . . . . . . . . . . . . . . . . . . . . . . . . m U) O . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N i 0 N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . 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N N N N N N N N N N N N N N N N N N N N N N N N N N N i 40— N N M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU LU . . . . . . . . . . . . . . . . . . . . . . . . . . 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U m O m V 'm 'V 'O 'O O 'O oo oo oo :op) 0 O �O O m mm m mV m 7m O O o No OO 1O ' No I �m :o : � �� Oc) � � L :co (1) O O 0 0 0 Cb ,O 'Ch O O ' 'O O LO ' Cl) 'O ' CO O LO O CO O I" CO N O :O O 'NCh :CO N � U a 2 U) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . N N N N N N N N N N N N N N N N N N N N N N N N N N N . . . . . . . . . . . . . . . . . . . . . . . . . . i . . . . . . . . . . . . . . . . . . . . . . . . . . 40— N N M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . 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N N N N N N N N N N N N N N N N N N N N N N N N N N N . . . . . . . . . . . . . . . . . . . . . . . . . . i . . . . . . . . . . . . . . . . . . . . . . . . . . 40— N N M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . O LU w w w w w w w w w w w w w w w w w w w w w w w w w w O . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W U 75 a- LO m 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . X � � � 0 '0 � 0 'o '0 0 '0 '0: � 00 00 N O N N N N N N V 04 O N 00 N O O OO S O ' O N O O O O O h O O N O O O O O O ,O ,0 ,O ,O O O O O O O N .0 CO W C . . . . . . . . . . . . . . . . . . . . . . . . . . U m O m p� 'o 'o 'O 'O 'O 'O 'O 'O 'O 'O 'O 'O 'O 'o NO NO 1O 1O 1O 1O �O �o 10 No 1O �O �o 10 co Lq '� N Ch ' '' ' '' ' 'o ' 0 o0 o 1� ' ' ' ' O o ,ON :O O O Ln 10 Ch ,O ,V ICo ,O O O O O 100 ,O O :O O0 N LO i 'CCJ 'O 'O 'O 'N Cl)' 'O 'O 'O I 1 'N N V 'N '00 � U W P) 2 U) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . N N N N N N N N N N N N N N N N N N N N N N N N N N N i 40— N N M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . O LU w w w w w w w w w w w w w w w w w w w w w w w w w w O . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W U 75 w LO m 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 'o 'o '0 0 'o co �� O � �-'T � �� N O N N N N O �� �� O N N O V Lo N Cl) m N N .O .O .O .O m .4 m O .O .O O O N O O N oi O N �_ N O N N N 0 N O N Q N O O O N Ch N Ch N C . . . . . . . . . . . . . . . . . . . . . . . . . . U m O m ' ' ' ' ' 0 'o '0 o '0 o '0 o 0'o ''o C) O N ,0 ,� �� ,� ,� ,� ,O ,N 'Ch 'p 'p 'p �p ,m 'c 'r '� 'I 'O �p 'p ,m 'c 'I- I0) O O 10 O O O ' O � O N N , O O N O N , 8 O O ;N '� 'O 'CO 'CO N 'LO N 'm 'N 'm O � U P) 2 U) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . U .U .U .U .U .U .U .U .U .U .U .U .U .U .U .U .U .U .U .U .U .U .U .U .U i 40- N N M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . 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U m O m V ' ' ' '0 '0 '0 '0 0 ''o 'o oO o M CO N O 0 0 0) N N N O N O V O ;N N O V � '0) N I- I- O 70O mO N O ,O N � U P) 2 U) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40- N N M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . w . . . . . . . . . . . . . . . . . . . . . . . . . . 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U m O m O ' ' ' ' ' 0 'o '0 o '0 o '0 o 0'o ''o C) COO : i Lo 0 00 V V O O 'Ch 'p 'p '0 0 'N '0 '� ' ' 'O 'p 'p 'N '0 '1- :O) 0 O N :O :O :O ' :O O :C :N : , :O :O :N :O :N : : '0 'O 'CO I I I I I I 'CO ACV SCh ACV SCh ACV SCO N � � U W P) 2 U) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40— N N M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . O LU w w w w w w w 'w 'w 'w 'w w w 'w 'w w w w w w w w w w w w O . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W U 75 a- LO m 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . C) C) '0ON '.o0 0 N NO 0 0 O p N N m O q 0 p I-- 0m N ,O ,O N O O O 0') '0 O O O O O O 0ON OIm� OV.- OV ,OLO � , N COh V O Q I� O O Lq O N V V ,00 C . . . . . . . . . . . . . . . . . . . . . . . . . . U m co co co co co co O m ''0 '0 '0 'o '0 'o Cl) 04 co (1) N- ' N N N ' N 'O co 0) co V 10) O O O O O O O O O O :O O O N :O :O :N '00 .O O :O : : : : :O :O :O :O :O :O : : ' '0 'N '1 O '0 'O coN N V N � � U W P) 2 U) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . :> :> :> :> :> :> :> :> :> :> :> :> :> :> :> :> :> :> :> :> :> :> :> :> :> . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 40— N N M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . N ..t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••t•••F•••F•••F•••F•••F•••F•••F•••F..•t..•t..•t..•t..•t..•t..•t.. . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL LL . . . . . . . . . . . . . . . . . . . . . . . . . . U . . . . . . . . . . . . . . . . . . . . . . . . . . O LU w w w w w w 'w 'w w w w 'w 'w w w w w w w w w w w w w w O . . . . . . . . . . . . . . . . . . . . . . . . . . 2 . . . . . . . . . . . . . . . . . . . . . . . . . . W . . . . . . . . . . . . . . . . . . . . . . . . . . W U 75 w LO m 0 N O N N . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 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'0 V 0 Ch o a' ' m CLJ N m_ CO _ m N N m N (o CO N rD _ N co m .CSS 00 N CSS O O O I CO O CSS QO Cl) � O O .0 ;O O O ;O O Ln co O O .0 .0 .0 m O Ch Ln .CA CA C 0 U . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . m O m P 'o 'o 'o 'o �0 �� (M 4- V oo ; ;N 'V ; ; N 'V 'N ; oo N 'oo ;O 'V O :p CO ;O ;O ;0 ;' O SO O O O ;Cb O LO ,�0 O I� CO 'N 'CO 'V 'N m P) 2 . . . . . . . . . . . . . . . . . . . . . . . . . . m U) 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m U U U U U U U U U U U U U U U U U U U U U U U U U U U) m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m 0 N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O . . . . . . . . . . . . . . . . . . . . . . . . . . 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NO 'O 'O 'O 'O 'O 'O O 'O 'O 'O 'O O O O O O O O O O O CO O '.0O0 00 N .. N . . N . N '00 .p . N . N . N ; N 'O� mV O O O O O O O .O O O .O O N O O O ;O .p Ch O C) . W OLOCh O LO O .O O O V O LO LO O �� Lp Ch O 00 O m O ,N CO 1-- N Ch Lb :(6 1 00 CO C 0 U . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . m O m m �c �c �c �c �c �c �c �c �co N 'O 'O 'O 'O O O 'O 'O O M : O ' ' No tm � O O O ' p O pN0 Wp p p .0 . .0O r.- N Cb O O . . . . . . .O Cl) 0 co N 'O Ln Iq Ch 'Ln 10? 'Ln 00 ;Ln ;Ch m P) 2 . . . . . . . . . . . . . . . . . . . . . . . . . . m U) 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m U U U U U U U U U U U U U U U U U U U U U U U U U U U) ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m 0 N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 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'N OO O .0 .0 O OO 04 04 0 c) 'V N 'O ' .O .O O O .O O O Cl) O O .WO O .VO OO S . 0 � .O � O oq .N N O) 'j- 0 0 U . . . . . . . . . . . . . . . . . . . . . . . . . . m . . . . . . . . . . . . . . . . . . . . . . . . . . m O m m �c �c �c �c �c �C') �C') P) 'N 'O 'O 'O 'O O O' ' 'O :O (M 4— c) c) 'CO 'W 'O O) N CLO, �m N �m ;O �m ; O �O ;� �oO '�m co O OV O OO N O O O O O O OO � O O O O �O O O) OO_ ; LO LOO :OO 'CO 'Cn O Cl) ;06 m , P) 2 . . . . . . . . . . . . . . . . . . . . . . . . . . m U) 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . m U U U U U U U U U U U U U U U U U U U U U U U U U U U) m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m ;m 0 N . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . M . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 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PHASE I ENVIRONMENTAL SITE ASSESSMENT 14451 Myford Road Tustin, California October 23, 2019 AVOCET ENVIRONMENTAL, INC. PHASE I ENVIRONMENTAL SITE ASSESSMENT 14451 Myford Road Tustin, California October 23, 2019 PREPARED FOR Panattoni Development Company, Inc. 7887 East Belleview Avenue, Suite 475 Denver, Colorado 80111 PREPARED BY Avocet Environmental, Inc. 1 Technology Drive, Suite C515 Irvine, California 92618-2327 Project No. 1623.001 .AVOCET "�� RN1rIRONNIENTAL,INC. AVOCET ENVIRONMENTAL, INC. October 23, 2019 Project No. 1623.001 Mr. Guillermo Accame Director of Risk Management PANATTONI DEVELOPMENT COMPANY, INC. 7887 East Belleview Avenue, Suite 475 Denver, Colorado 80111 Report Transmittal Phase I Environmental Site Assessment 14451 Myford Road Tustin, California Dear Mr. Accame: Transmitted herewith is a Phase I Environmental Site Assessment report for approximately 9.69-acre property at 14451 Myford Road in Tustin, California. If you have any questions regarding the report or require additional information, please do not hesitate to contact the undersigned at (949) 296-0977 Ext. 102 or at pmill erg avocetenv.com. As always, Avocet Environmental, Inc. appreciates the opportunity to be of service to Panattoni Development Company, Inc. Respectfully submitted, AVOCET ENVIRONMENTAL, INC. 4cez(' Philip Miller, P.E. Principal PM:sh Enclosure P:11623Panattoni-Myford Roar,,TuStinW0I Ph_I Em Site AssessmenAReport114451 Myford Road Tustin Phase IESA_2019-10-23.d— AvoCET ENVIRONMENTAL, ���. Phase I Environmental Site Assessment 14451 Myford Road Page i Tustin,California 92780 October 23,2019 TABLE OF CONTENTS Page LISTOF TABLES.......................................................................................................................iv LISTOF FIGURES.....................................................................................................................iv LIST OF ABBREVIATIONS AND ACRONYMS....................................................................v EXECUTIVE SUMMARY ....................................................................................................ES-1 OVERVIEW........................................................................................................................ ES-1 SITESETTING.................................................................................................................... ES-3 RECOGNIZED ENVIRONMENTAL CONDITIONS(RECs)...................................................... ES-3 CONTROLLED RECS (CRECs) ......................................................................................... ES-4 HISTORICAL RECS (HRECs) ........................................................................................... ES-4 OTHER ENVIRONMENTAL FEATURES(OEFs) ................................................................... ES-5 VAPOR INTRUSIONNAPOR ENCROACHMENT.................................................................... ES-7 1.0 INTRODUCTION................................................................................................................ 1 1.1 OVERVIEW..................................................................................................................... 1 1.2 PHASE I ESA OBJECTIVES.............................................................................................. 3 1.3 APPROACH..................................................................................................................... 4 1.4 LIMITATIONS.................................................................................................................. 4 1.5 REPORT ORGANIZATION................................................................................................ 5 2.0 SOURCES OF INFORMATION........................................................................................6 2.1 TOPOGRAPHIC MAPS...................................................................................................... 6 2.2 AERIAL PHOTOGRAPHS.................................................................................................. 6 2.3 FIRE INSURANCE MAPS.................................................................................................. 6 2.4 CITY DIRECTORIES......................................................................................................... 6 2.5 WALKOVER SURVEY AND INTERVIEWS.......................................................................... 6 2.6 GOVERNMENT DATABASES............................................................................................ 6 2.7 RECORDS AVAILABLE ONLINE....................................................................................... 7 2.8 INFORMATION FROM REGULATORY AGENCIES .............................................................. 7 2.9 OIL AND GAS RECORDS ................................................................................................. 8 2.10 RADON GAS RECORDS................................................................................................... 8 3.0 BACKGROUND AND REGIONAL INFORMATION................................................... 9 3.1 PHYSIOGRAPHIC SETTING AND DRAINAGE..................................................................... 9 3.2 REGIONAL GEOLOGY..................................................................................................... 9 3.3 HYDROGEOLOGY ......................................................................................................... 10 3.4 OIL, GAS,AND GEOTHERMAL WELLS.......................................................................... 10 3.5 RADON GAS................................................................................................................. 11 4.0 SITE HISTORY AND CURRENT CONDITION.......................................................... 12 4.1 SITE HISTORY.............................................................................................................. 12 4.1.1 Agricultural Land Use, <1938 to 1976......................................................... 12 ..�� AVOCET L\VII{)NMh;N I'AL. IS¢. Phase I Environmental Site Assessment 14451 Myford Road Page ii Tustin,California 92780 October 23,2019 Page 4.1.2 TCM and Smith Occupancy, 1976 - 1987.................................................... 13 4.1.3 Pacific Bell and AT&T Occupancy, 1987 - Present....................................... 14 4.2 CURRENT SITE CONDITIONS......................................................................................... 14 4.2.1 Outdoor Areas................................................................................................. 14 4.2.2 Warehouse....................................................................................................... 15 4.2.3 Offices and Classrooms .................................................................................. 16 4.2.4 Vehicle Maintenance Bay............................................................................... 16 5.0 PREVIOUS INVESTIGATIONS AND REMEDIATION............................................. 18 5.1 FORMER WASTE OIL UST AND CLARIFIER INVESTIGATIONS....................................... 18 5.1.1 Waste Oil UST Removal, August 1986.......................................................... 18 5.1.2 Soil Matrix Sampling, November 1986.......................................................... 18 5.1.3 Groundwater Monitoring Well Installation, March 1987............................... 18 5.1.4 Groundwater Contamination Assessment, July—August 1987...................... 19 5.1.5 Clarifier Removal and Aquifer Pump Test, January 1988.............................. 19 5.1.6 Remedial Investigation and Final Closure Plan for Clarifier Pits, August1988.................................................................................................... 20 5.1.7 Additional Groundwater Monitoring Well Installation, 1988-1989............... 20 5.1.8 OCHCA Case Closure and Vapor Risk Assessment, 1995 ............................ 21 5.1.9 Additional Soil Sampling and Interim Soil Remediation, 1997 ..................... 21 5.1.10 Soil Excavation, August—February 2002...................................................... 22 5.1.11 Groundwater Remediation, 1993 —2003........................................................ 22 5.1.12 Case Closure Activities, July— October 2004 ................................................ 24 5.2 REMOVAL OF TWO 12,000-GALLON FUEL USTS.......................................................... 24 6.0 ADJOINING AND NEARBY PROPERTIES.................................................................25 6.1 DATABASE LISTINGS.................................................................................................... 25 6.2 TARGET PROPERTY LISTINGS....................................................................................... 25 6.3 ADJOINING PROPERTIES TO THE NORTH....................................................................... 26 6.4 ADJOINING PROPERTIES TO THE SOUTH....................................................................... 27 6.5 ADJOINING PROPERTIES TO THE EAST.......................................................................... 28 6.6 ADJOINING PROPERTIES TO THE WEST......................................................................... 28 6.7 OFFSITE PROPERTIES.................................................................................................... 29 6.7.1 Schick Moving and Storage, 2721 Michelle Drive......................................... 29 6.7.2 Former Shipley Company, LLC, 2631 Michelle Drive.................................. 30 7.0 CONCLUSIONS ................................................................................................................32 7.1 RECOGNIZED ENVIRONMENTAL CONDITIONS (RECs) ................................................. 32 7.2 CONTROLLED RECS(CRECS)..................................................................................... 32 7.3 HISTORICAL RECS(HRECS)....................................................................................... 33 7.4 OTHER ENVIRONMENTAL FEATURES(OEFs)............................................................... 34 7.5 VAPOR INTRUSION/VAPOR ENCROACHMENT............................................................... 35 REFERENCES............................................................................................................................37 TABLES "�� P.NVIRONNIF.NTAL,INC. Phase I Environmental Site Assessment 14451 Myford Road Page iii Tustin,California 92780 October 23,2019 Page FIGURES APPENDIX A: SITE PHOTOGRAPHS APPENDIX B: EDR HISTORICAL TOPO MAP REPORT APPENDIX C: EDR AERIAL PHOTO DECADE PACKAGE APPENDIX D: CERTIFIED SANBORN'MAP REPORT APPENDIX E: THE EDR-CITY DIRECTORY IMAGE REPORT APPENDIX F: EDR RADIUS MAPT'REPORT WITH GEOCHECK® APPENDIX G: OCHCA AND SARWQCB CLOSURE LETTERS AA QCET n RNIrIRONNIENTAL,INC. Phase I Environmental Site Assessment 14451 Myford Road Page iv Tustin,California 92780 October 23,2019 LIST OF TABLES Table No. Title 1 EDR Database Listings LIST OF FIGURES Figure No. Title 1 Site Location Map 2 Site Vicinity 3 Site Plan 4 AT&T Floor Plan A�AvoCET n RNIrIRONMENTAL,INC. Phase I Environmental Site Assessment 14451 Myford Road Page v Tustin,California 92780 October 23,2019 LIST OF ABBREVIATIONS AND ACRONYMS ACM asbestos-containing material AEC Advanced Environmental Concepts, Inc. AST aboveground storage tank ASTM ASTM International AT&SF Atchison, Topeka, and Santa Fe Railway bgs below ground surface BTEX benzene, toluene, ethylbenzene, and xylenes CalEPA California Environmental Protection Agency CDM Camp Dresser& McKee CDPH California Department of Public Health c l,2-DCE cis-1,2-Dichloroethylene CREC Controlled Recognized Environmental Condition 1,1-DCA 1,1-dichoroethane 1,1-DCE 1,1-dichoroethylene DOGGR California Division of Oil, Gas, and Geothermal Resources DTSC Department of Toxic Substances Control EDR Environmental Data Resources, Inc. EPA U.S. Environmental Protection Agency ESA environmental site assessment GET groundwater extraction and treatment gpm gallons per minute HREC Historical Recognized Environmental Condition IAF induced air flotation LBP lead-based paint LGAC liquid-phase granular activated carbon LUC land use covenant MCAF Marine Corps Air Facility MCAS Marine Corps Air Station MCL drinking water Maximum Contaminant Level MEK methyl ethyl ketone mg/kg milligrams per kilogram MTBE methyl tertiary butyl ether NFA no further action NLTA Naval Lighter Than Air NPDES National Pollutant Discharge Elimination System OCFA Orange County Fire Authority OCHCA Orange County Health Care Agency OCSD Orange County Sanitation District OEF other environmental feature PCB polychlorinated biphenyl PCE tetrachloroethylene n. FNIrIRONNIENTAL,INC. Phase I Environmental Site Assessment 14451 Myford Road Page vi Tustin,California 92780 October 23,2019 pCi/L picocuries per liter PID photoionization detector POL petroleum-based oils and lubricants RAP Remedial Action Plan REC Recognized Environmental Condition SARWQCB Santa Ana Regional Water Quality Control Board SCAQMD South Coast Air Quality Management District SCE Southern California Edison SMP Soil Management Plan SSI Silicon Systems, Inc. 1,1,1-TCA 1,1,1-trichlorethane TCE trichloroethylene TCM Tungsten Carbide Manufacturing TPH total petroleum hydrocarbons µg/kg micrograms per kilogram µg/L micrograms per liter USGS U.S. Geological Survey UST underground storage tank VEC vapor encroachment condition VIC vapor intrusion condition VOC volatile organic compound ,oNlAv©CET. RNVIRONNIENTAL,INC. Phase I Environmental Site Assessment 14451 Myford Road Page ES-1 Tustin,California October 23,2019 EXECUTIVE SUMMARY This report documents a Phase I environmental site assessment (ESA) for the approximately 9.69-acre i property at 14451 Myford Road in Tustin, California(the site). Avocet Environmental, Inc. (Avocet) conducted the Phase I ESA on behalf of Panattoni Development Company, Inc. (Panattoni), one of whose affiliates may acquire and redevelop the site with a large, warehouse- type commercial building. Avocet conducted the Phase I ESA in general accordance with the requirements and limitations of ASTM International (ASTM) Standard E1527-13. The primary objective of the Phase I ESA is to evaluate the history and current condition of the site in the context of the use, storage, handling, and disposal of potentially hazardous substances that could have adversely impacted the underlying vadose zone and/or groundwater. Based on the site's history and current condition, "Recognized Environmental Conditions" (RECs), "Controlled RECs" (CRECs), and "Historical RECs" (HRECs), as defined in ASTM Standard E1527-13 (ASTM, 2013), and"other environmental features" (OEFs)have been identified. For Phase I ESA purposes, OEFs are defined as conditions that do not meet the ASTM definition of a REC, CREC, or HREC but which Avocet believes warrant mention for visibility purposes in the context of acquiring and/or redeveloping the site. The site location is shown in Figure 1 and an aerial photograph of the site and vicinity is presented in Figure 2. A larger-scale plan of the site is presented in Figure 3. OVERVIEW The approximately 9.69-acre site is located in an industrial/commercial area of Tustin, southwest of the Santa Ana (5) Freeway and northwest of Jamboree Road/261 Toll Road. On a more local basis, the site is located within the block bounded by Franklin Avenue to the northwest, Myford Road to the southeast, Michelle Drive to the northeast, and Walnut Avenue to the southwest. The site is currently owned and occupied by AT&T (formerly Pacific Bell) and consists of two lots fronting onto Myford Road. The southernmost lot features an office/warehouse building with a footprint of approximately 103,000 square feet and the northernmost is an employee parking lot. AT&T uses the site for administrative operations, job training, storage of field equipment and supplies, and storage and maintenance of fleet vehicles. A current floor plan of the AT&T building, showing the locations of the different functional areas, is presented in Figure 4. Historical aerial photographs show that the site and much of the surrounding area was agricultural until the early 1970s. The southernmost portion of the site was first developed in or around 1976 by Tungsten Carbide Manufacturing (TCM), which used it to manufacture drilling equipment and tools for the oil exploration industry. TCM later became Smith International, Inc. (Smith); however, TCM is used throughout the remainder of this report unless it is necessary to specifically refer to Smith. Based on permits issued by the South Coast Air Quality Management District, equipment used in TCM's manufacturing operations through the 1980s included at least four ovens, two grinding and drying systems, a spray booth, and a degreaser. In addition, TCM also ' The acreages and measurements provided in this report are approximate only and have not been independently verified by Avocet unless specifically indicated otherwise. .AVOCET n. FNVIRONNIENTAL,INC. Phase I Environmental Site Assessment 14451 Myford Road Page ES-2 Tustin,California October 23,2019 stored waste oil in a 300-gallon underground storage tank (UST) and operated two industrial wastewater clarifiers, all of which were located outside the southwest wall of the building (Figure 3). The two clarifiers were used to remove solids from waste and process water prior to discharge to the sanitary sewer system. In August 1986, TCM removed the waste oil UST and observed oily water and discolored soil with a strong hydrocarbon odor in the tank excavation. Approximately 100 gallons of oily water were reportedly removed from the tank excavation and transferred to 55-gallon drums for disposal. Soil samples collected from the UST excavation contained elevated concentrations of total petroleum hydrocarbons (TPH) and detectable concentrations of chlorinated volatile organic compounds (VOCs), notably tetrachloroethylene (PCE), trichloroethylene (TCE), 1,1,1-trichlorethane (1,1,1-TCA), and degradation byproducts 1,1-dichoroethane (1,1-DCA), 1,1-dichoroethylene (1,1-DCE), and cis-1,2-dichloroethylene (cis-1,2-13CE). Reportedly, 1,4-dioxane was not included in the analytical suite. Subsequent soil and groundwater investigations indicated that the chlorinated VOCs had likely leaked from the two wastewater clarifiers. The two clarifiers were subsequently removed in January 1988. The UST and clarifier removals were conducted with oversight from Orange County Health Care Agency (OCHCA); however, the Santa Ana Regional Water Quality Control Board (SARWQCB) later became the lead regulatory agency. Additional soil and groundwater investigations were conducted and indicated that releases from the wastewater clarifiers and the waste oil UST had impacted shallow, "perched" groundwater, which was encountered at around 12 feet below ground surface (bgs) and which flowed to the south. Consistent with this groundwater flow direction, the investigations showed that VOCs had migrated offsite beneath the adjoining property to the south, at the time occupied by Silicon Systems, Inc. (SSI). Remedial efforts related to the former UST and clarifiers have included soil removal via open excavation, the application of Fenton's Reagent to oxidize contaminants in soil beneath the building, and the installation and operation of a groundwater extraction and treatment (GET) or "pump and treat" system to inhibit contaminant migration and remove contaminant mass. The GET system operated between 1993 and 2002 and reportedly treated approximately 51.5 million gallons of groundwater and removed 31 pounds of VOCs. The treated water was reinjected after being treated. The GET system was shut down in 2002 after it was determined that VOC mass removal rates had reached asymptotic levels and groundwater monitoring indicated the size of the plume had been significantly reduced. Prior to closing the case, the SARWQCB requested that groundwater monitoring continue for a year after shutting down the GET system and that TCM assess possible vertical migration by investigating a deeper water bearing zone. Based on results of the above, SARWQCB issued a "no further action" (NFA) letter related to the soil and groundwater impacts attributable to the former waste oil UST and clarifiers on April 27, 2004. Pursuant to the NFA letter, TCM dismantled the GET system and destroyed all of the groundwater extraction, injection, and monitoring wells at the site and on the adjoining SSI property. According to the available records,Pacific Bell,the predecessor to AT&T, purchased the site from Smith in late 1987,while the GET system was still in operation. Pacific Bell installed two 12,000- gallon USTs at the site; one for gasoline and one for diesel fuel, for its fleet vehicles. Pacific Bell and AT&T operated these two USTs,which were located outside the northeast wall of the building n. FNIrIRONMENTAL,INC. Phase I Environmental Site Assessment 14451 Myford Road Page ES-3 Tustin,California October 23,2019 (Figure 3), until 2003, when they were permanently closed by removal. The removed USTs were observed to be in good condition, no odors or other indications of leakage were noted, and confirmation soil samples from the tank excavation indicated that the USTs had not leaked. Pursuant to the confirmation soil sample results, OCHCA issued an NFA letter for the two fuel USTs on March 27, 2006. Vehicle maintenance operations have been and are still conducted in the vehicle maintenance bay, as shown in Figure 4. Storage of fuels and other automotive fluids is aboveground, and as far as Avocet is aware, there is no subsurface infrastructure at the site apart from two in-ground hydraulic lifts in the vehicle maintenance bay. SITE SETTING Selected information pertaining to the site's physical and hydrogeological setting is as follows: • The site is located on the coastal plain of Orange County within the Orange County Groundwater Basin. Perched groundwater is encountered at the site at approximately 12.5 feet bgs and generally flows to the southeast. A second, deeper water-bearing zone reportedly occurs beneath the site at approximately 45 feet bgs. These two water-bearing zones are separated by a clay layer from approximately 20 to 45 feet bgs. These perched water-bearing zones are generally considered hard and brackish and typically are not used directly for agricultural or municipal purposes, although there is evidence they are in communication with deeper aquifers that have direct beneficial uses. • California Department of Conservation, Division of Oil, Gas, and Geothermal Resources records available online show that the site is not located within or near the administrative boundary of an oil or gas field and the nearest "wildcat" or "prospect" wells are located too far away to have impacted the subject site. • Naturally occurring radon levels in the site vicinity are expected to be very low and within regulatory agency criteria. RECOGNIZED ENVIRONMENTAL CONDITIONS (RECS) ASTM (2013) defines RECS as: ". . . the presence or likely presence of any hazardous substances or petroleum products in, on, or at a property: (1) due to release to the environment; (2) under conditions indicative ofa release to the environment;or(3) under conditions that pose a material threat of a future release to the environment. De minimis conditions are not recognized environmental conditions. " ASTM (2013) goes on to define de minimis as: ". . . a condition that generally does not present a threat to human health or the environment and that generally would not be the subject of an enforcement action if brought to the attention of appropriate governmental agencies." AvoCET n A FNIrIRONNIF.NTAL,INC. Phase I Environmental Site Assessment 14451 Myford Road Page ES-4 Tustin,California October 23,2019 Based on the subject Phase I ESA, Avocet has identified one REC at the site, as follows: • REC 1 — VOCs in Soil Vapor. TCM made a concerted effort to investigate and remediate TPH and VOCs in soil and groundwater, attributed to releases from the former waste oil UST and wastewater clarifiers, pursuant to which both OCHCA and SARWQCB issued NFA letters. However, it does not appear that soil vapor beneath the site was evaluated for the possible presence of VOCs. Avocet notes that although OCHCA modeled vapor intrusion into the existing building in 1995, it used soil vapor VOC concentrations estimated from VOC concentrations in soil and groundwater, and since then, guidance on vapor intrusion and permissible indoor air VOC concentrations have become significantly more conservative. As such, and despite the OCHCA and SARWQCB NFA letters, Avocet considers the likely presence of residual VOCs in soil vapor a REC. CONTROLLED RECS (CRECs) ASTM (2013) defines CRECs as: " resulting from a past release of hazardous substances or petroleum products that has been addressed to the satisfaction of the applicable regulatory authority (for example, as evidenced by the issuance of a no further action letter or equivalent, or meeting risk-based criteria established by regulatory authority), with hazardous substances or petroleum products allowed to remain in place subject to the implementation of required controls (for example, property use restrictions, activity and use limitations, institutional controls, or engineering controls). " Based on the subject Phase I ESA, Avocet has not identified any CRECs at the subject site. HISTORICAL RECS (HRECs) ASTM (2013) defines HRECs as: ". . . a past release of any hazardous substances or petroleum products that has occurred in connection with the property and has been addressed to the satisfaction of the applicable regulatory authority or meeting unrestricted use criteria established by a regulatory authority, without subjecting the property to any required controls(for example,property use restrictions, activity and use limitations, institutional controls, or engineering controls). " Based on the subj ect Phase I ESA, Avocet has identified two HRECs at the subj ect site, as follows. To minimize possible confusion, the REC and HREC identification numbers are sequential. • HREC 2 — Former TCM UST and Clarifiers. A 300-gallon UST and two wastewater clarifiers operated by TCM outside the southwest wall of the building were permanently removed and related TPH and VOC impacts to soil and groundwater were comprehensively investigated. Soil impacts were addressed by open excavation and in-situ treatment, pursuant to which OCHCA issued an NFA n. FNIrIRONMENTAL,INC. Phase I Environmental Site Assessment 14451 Myford Road Page ES-5 Tustin,California October 23,2019 letter, although some residual soil contamination was inaccessible and was left in place. VOCs in groundwater were addressed via a GET system that involved extraction, treatment, and reinjection. The GET system significantly mitigated the onsite and offsite plume, although VOC concentrations in groundwater were still above drinking water Maximum Contaminant Levels a year after the GET system was shut down. After TCM demonstrated that a deeper water-bearing zone had not been impacted by chlorinated VOCs, the SARWQCB issued an NFA letter for groundwater. It is noted that the presence of 1,4-dioxane was not addressed during previous investigations at the subject site related to soil or groundwater. However, if 1,4-dioxane has historically been present in the subsurface, it would likely have been indirectly addressed through dilution by the extraction and reinjection activities performed over the course of groundwater treatment activities. Regardless, 1,4-dioxane is not especially volatile and does not present a vapor intrusion risk. In addition, shallow groundwater beneath the site and the surrounding area is not used as a potable water supply. Based on the OCHCA and SARWQCB NFA letters, and although residual soil and groundwater impacts are likely still present, the former UST and wastewater clarifiers are considered an HREC. Residual soil contamination should be addressed via a Soil Management Plan (SMP) during future redevelopment activities. • HREC 3—Former AT&T Fuel USTs. AT&T removed two 12,000-gallon USTs, one for gasoline and one for diesel fuel, installed by its predecessor, Pacific Bell, outside the northeast wall of the building. Upon removal, the USTs were observed to be in good condition, no odors or other indications of leakage were noted, and confirmation soil samples from the tank excavation indicated the USTs had not leaked. Pursuant to the above, OCHCA issued an NFA letter and the two former fuel USTs are considered an HREC with little potential for residual contaminants in the vadose zone or in groundwater. OTHER ENVIRONMENTAL FEATURES (OEFS) Offs are environmental conditions that do not meet the ASTM definition of a REC, CREC, or HREC,but which warrant mention in the context of acquiring and redeveloping the site or a portion thereof. Offs do not necessarily require any action to address their presence or condition but are identified for the sake of thoroughness and completeness. Based on the subject Phase I ESA, Avocet identified eight Offs at the site as follows. To minimize possible confusion, the REC, HREC, and OEF identification numbers are sequential. • OEF 4 — Site-Wide POL Use. Petroleum, oil, and lubricants (POLs) have been used throughout the southeastern portion of the site since it was developed in 1976, first by TCM and Smith and later by Pacific Bell and AT&T. The AT&T maintenance bay currently features drums of used and fresh motor oil, transmission fluid, and coolant. Drums and smaller storage containers are stored both with and without secondary containment. Staining was observed during Avocet's walkover survey throughout the interior of the maintenance bay,which suggests that periodic, n. FNVIRONNIF.NTAL,INC. Phase I Environmental Site Assessment 14451 Myford Road Page ES-6 Tustin,California October 23,2019 de minimis surface spills have occurred. There are no indications of larger or more significant spills and none of the surfaces in the vicinity of these areas are unpaved. • OEF 5—Pad-Mounted Transformers. The subject site features two pad-mounted electrical transformers, one in the southeastern portion of the site and the second in the northeastern corner. Some staining was noted on the floor around the transformer in the southeastern corner of the site. Both transformers are owned by Southern California Edison and it is not known whether they contain or have contained polychlorinated biphenyls. • OEF 6 — ACMs and LBP. The building at the site predates the restrictions on using asbestos-containing materials (ACMs) and lead-based paint and coatings (LBP) in construction. Avocet personnel did not observe any obvious hazardous conditions, such as damaged and friable ACMs or damaged paint, but recommends pre-demolition surveys and, if necessary, abatement for ACMs, LBP, and other potentially hazardous building materials prior to general building demolition. • OEF 7 — ASTs. Three aboveground storage tanks (ASTs) were observed at the subject site during Avocet's walkover survey. These included a 250-gallon motor oil AST and 120-gallon transmission fluid AST located inside the vehicle maintenance bay and a 250-gallon waste oil AST located outside the maintenance bay to the north of the building. All of the ASTs appeared to be in relatively good condition, with no signs of significant leakage, although minor staining consistent with de minimis spills was observed on the surrounding pavement. • OEF 8 —Inactive Vehicle Wash Bay and Water Recycler. An inactive vehicle wash bay, consisting of a canopy over a wash slab with a central floor drain, is located outside the southwest wall of the AT&T building. When it was in use, washwater reportedly drained to an adjacent water recycling system, where it was treated onsite, temporarily stored in a 350-gallon tank, and then reused. • OEF 9 —Non-Spillable Batteries. Non-spillable batteries are used on various AT&T j obsites, and both new and used batteries are stored at the subject site. Spent batteries are typically stored on plastic secondary containment units, in 55-gallon drums, or inside storage containers, including one located outside the vehicle maintenance bay. Acid spill kits were located near each of the battery storage areas at the facility. Avocet did not observe leakage from any of the batteries or evidence of past releases, such as etched concrete from acid erosion. • OEF 10—Floor Drains. Floor drains throughout the AT&T building are believed to be connected to the sanitary sewer system. Some of the floor drains are in areas where potentially hazardous substances are stored and used, including in battery storage areas and in the vehicle maintenance bay. Hazardous substances are not known to have been discharged to the floor drain system, but such discharges cannot be ruled out. AvoCET n. RNIrIRONMENTAL,INC. Phase I Environmental Site Assessment 14451 Myford Road Page ES-7 Tustin,California October 23,2019 • OEF It — In-Ground Hydraulic Vehicle Lifts. The AT&T maintenance bay features two in-ground hydraulic vehicle lifts that may date back to the beginning of Pacific Bell's occupancy in the late 1980s. Hydraulic fluid can leak from such lifts via the in-ground pistons, the associated hydraulic fluid reservoir tanks, and/or the interconnecting piping. If impacted soil is discovered during the removal of the lifts, it should be managed in accordance with the site-specific SMP. VAPOR INTRUSIONNAPOR ENCROACHMENT As part of the Phase I ESA, Avocet evaluated the potential presence of vapor intrusion conditions (VICs) and/or vapor encroachment conditions (VECs) at the subject site. A VIC can occur if VOCs are present in the vadose zone or in groundwater beneath a property at concentrations such that vapor could intrude into, and accumulate in, an overlying structure at concentrations hazardous to human health. A VEC can occur if VOCs from an offsite source migrate beneath a property. While there were a couple of cases in the general vicinity that involved VOC impacts to the subsurface, none were in close enough proximity to warrant a potential VEC risk. However, residual VOC contamination is present in both soil and shallow groundwater beneath the site, and although no soil vapor assessment is known to have been conducted, a VIC likely exists at the site. RECOMMENDATIONS Based on the above, Avocet recommends performing the following activities at the site in conjunction with any redevelopment activities: • Prepare an SMP to govern how soil disturbed during redevelopment should be characterized and managed. In brief, Avocet recommends that the SMP require that obviously stained and/or odorous soil disturbed during redevelopment be characterized and managed as appropriate. The SMP should clearly indicate the criteria that will be used to determine whether disturbed soil can be reused onsite or must be transported offsite for disposal or recycling. The same or more conservative criteria might also be appropriate for evaluating soil, if any, to be imported to the site for redevelopment grading purposes. The SMP should also address confirmation soil sampling requirements, should obviously impacted soil be encountered and removed during site redevelopment. • Subsurface investigation has not been conducted in the vicinity of the two in- ground hydraulic lifts located inside the AT&T vehicle maintenance bay. Considering the age of the lifts, the potential for leakage over the years cannot be ruled out. Upon removal of the lifts during redevelopment activities, inspections should be made with respect to the condition of the in-ground pistons, hydraulic fluid reservoir, and any associated subsurface piping. In addition, observations of stained or odorous soil should be noted. Any visibly impacted soil observed during the removal of the lifts should be handled in accordance with a site-specific SMP. Confirmation soil samples should be collected from beneath the in-ground lifts upon their removal and analyzed to assess potential impacts to the subsurface, prior to backfilling. AvoCET n. FNIrIRONNIENTAL,INC. Phase I Environmental Site Assessment 14451 Myford Road Page ES-8 Tustin,California October 23,2019 • Due to the documented presence of residual VOC contamination in soil and shallow groundwater beneath the site, it is likely that VOCs are also present in soil vapor. To prevent potential accumulation of VOC vapors in indoor air, Avocet recommends that vapor barriers be installed beneath any future buildings as a mitigation measure. n RNVIRONNIENTAL,INC. Phase I Environmental Site Assessment 14451 Myford Road Page 1 Tustin,California October 23,2019 1.0 INTRODUCTION This report documents a Phase I environmental site assessment (ESA) for the approximately 9.69-acre i property at 14451 Myford Road in Tustin, California(the site). Avocet Environmental, Inc. (Avocet) conducted the Phase I ESA on behalf of Panattoni Development Company, Inc. (Panattoni), one of whose affiliates may acquire and redevelop the site with a large, warehouse- type commercial building. Avocet conducted the Phase I ESA in general accordance with the requirements and limitations of ASTM International (ASTM) Standard E1527-13. The site location is shown in Figure 1 and an aerial photograph of the site and vicinity is presented in Figure 2. A larger scale plan of the site is presented in Figure 3. 1.1 OVERVIEW The approximately 9.69-acre site is located in an industrial/commercial area of Tustin, southwest of the Santa Ana (5) Freeway and northwest of Jamboree Road/261 Toll Road. On a more local basis, the site is located within the block bounded by Franklin Avenue to the northwest, Myford Road to the southeast, Michelle Drive to the northeast, and Walnut Avenue to the southwest. The site is currently owned and occupied by AT&T (formerly Pacific Bell) and consists of two lots fronting onto Myford Road. The southernmost lot features an office/warehouse building with a footprint of approximately 103,000 square feet and the northernmost is an employee parking lot. AT&T uses the site for administrative operations, job training, storage of field equipment and supplies, and storage and maintenance of fleet vehicles. A current floor plan of the AT&T building, showing the locations of the different functional areas, is presented in Figure 4. Historical aerial photographs show that the site and much of the surrounding area was agricultural until the early 1970s. The southernmost portion of the site was first developed in or around 1976 by Tungsten Carbide Manufacturing (TCM), which used it to manufacture drilling equipment and tools for the oil exploration industry. TCM later became Smith International, Inc. (Smith); however, TCM is used throughout the remainder of this report unless it is necessary to specifically refer to Smith. Based on permits issued by the South Coast Air Quality Management District (SCAQMD), equipment used in TCM's manufacturing operations through the 1980s included at least four ovens, two grinding and drying systems, a spray booth, and a degreaser. In addition, TCM also stored waste oil in a 300-gallon underground storage tank (UST) and operated two industrial wastewater clarifiers, all of which were located outside the southwest wall of the building (Figure 3). The two clarifiers were used to remove solids from waste and process water prior to discharge to the sanitary sewer system. In August 1986, TCM removed the waste oil UST and observed oily water and discolored soil with a strong hydrocarbon odor in the tank excavation. Approximately 100 gallons of oily water were reportedly removed from the tank excavation and transferred to 55-gallon drums for disposal. Soil samples collected from the UST excavation contained elevated concentrations of total ' The acreages and measurements provided in this report are approximate only and have not been independently verified by Avocet unless specifically indicated otherwise. .AVOCET .. FNVIRONNIENTAL,INC. Phase I Environmental Site Assessment 14451 Myford Road Page 2 Tustin,California October 23,2019 petroleum hydrocarbons (TPH) and detectable concentrations of chlorinated volatile organic compounds (VOCs), notably tetrachloroethylene (PCE), trichloroethylene (TCE), 1,1,1-trichlorethane (1,1,1-TCA), and degradation byproducts 1,1-dichoroethane (1,1-DCA), 1,1-dichoroethylene (1,1-DCE), and cis-1,2-dichloroethylene (cis-1,2-DCE). Reportedly, 1,4-dioxane was not included in the analytical suite. Subsequent soil and groundwater investigations indicated that the chlorinated VOCs had likely leaked from the two wastewater clarifiers. The two clarifiers were subsequently removed in January 1988. The UST and clarifier removals were conducted with oversight from Orange County Health Care Agency (OCHCA); however, the Santa Ana Regional Water Quality Control Board (SARWQCB) later became the lead regulatory agency. Additional soil and groundwater investigations were conducted and indicated that releases from the wastewater clarifiers and the waste oil UST had impacted shallow, "perched" groundwater, which was encountered at around 12 feet below ground surface (bgs) and which flowed to the south. Consistent with this groundwater flow direction, the investigations showed that VOCs had migrated offsite beneath the adjoining property to the south, at the time occupied by Silicon Systems, Inc. (SSI). Remedial efforts related to the former UST and clarifiers have included soil removal via open excavation, the application of Fenton's Reagent to oxidize contaminants in soil beneath the building, and the installation and operation of a groundwater extraction and treatment (GET) or "pump and treat" system to inhibit contaminant migration and remove contaminant mass. The GET system operated between 1993 and 2002 and reportedly treated approximately 51.5 million gallons of groundwater and removed 31 pounds of VOCs. The treated water was reinjected after being treated. The GET system was shut down in 2002 after it was determined that VOC mass removal rates had reached asymptotic levels and groundwater monitoring indicated the size of the plume had been significantly reduced. Prior to closing the case, the SARWQCB requested that groundwater monitoring continue for a year after shutting down the GET system and that TCM assess possible vertical migration by investigating a deeper water-bearing zone. The results of the final post-GET groundwater monitoring, conducted in October 2003, were as follows: VOCs in Groundwater as of October 2003 (Units are micrograms per liter or /L) WellID MTBE 11-DCA I 1,1-DCE cis-1,2-DCE TCE PCE 1,1,1-TCA Shallow Water-Bearing Zone TCM-3 8.2 6.4 6.8 40 20 34 TCM-4 3.6 3.0 4.4 4.9 11 14 2.8 TCM-7 3.0 37 3.0 )<1.0 ND<1.0 ND<1 i TCM-9 13 1.9 2.0 1.6 2.3 2.4 TCM-11 5.6 4.7 ND<1 ND<1.0 ND ND<1 C1 Deep Water-Bearing Zone TCM-18 1 26 1 5.2 1.0 ND<L; Current Drinking Water Maximum Contaminant Levels(MCLs) California 13 5.0 6.0 6.0 5.0 5.0 200 Federal -- -- 7.0 7.0 5.0 5.0 200 11 1 1W QCET x '' VSWIRONNIF.NTAL,INC. ".•. "",tea» Phase I Environmental Site Assessment 14451 Myford Road Page 3 Tustin,California October 23,2019 Based on the above, SARWQCB issued a "no further action" (NFA) letter related to the soil and groundwater impacts attributable to the former waste oil UST and clarifiers on April 27, 2004. Pursuant to the NFA letter, TCM dismantled the GET system and destroyed all of the groundwater extraction, injection, and monitoring wells at the site and on the adjoining SSI property. According to the available records,Pacific Bell,the predecessor to AT&T, purchased the site from Smith in late 1987, while the GET system was still in operation. Pacific Bell installed two 12,000- gallon USTs at the site; one for gasoline and one for diesel fuel, for its fleet vehicles. Pacific Bell and AT&T operated these two USTs,which were located outside the northeast wall of the building (Figure 3), until 2003, when they were permanently closed by removal. The removed USTs were observed to be in good condition, no odors or other indications of leakage were noted, and confirmation soil samples from the tank excavation indicated the USTs had not leaked. Pursuant to the confirmation soil sample results, OCHCA issued an NFA letter for the two fuel USTs on March 27, 2006. Vehicle maintenance operations have been and are still conducted in the vehicle maintenance bay, as shown in Figure 4. Storage of fuels and other automotive fluids is aboveground, and as far as Avocet is aware, there is no subsurface infrastructure at the site apart from two in-ground hydraulic lifts in the vehicle maintenance bay. 1.2 PHASE I ESA OBJECTIVES The overall objective of the Phase I ESA documented herein is to assess the site in the context of the possible presence of potentially hazardous substances in the onsite structures and the documented presence of hazardous substances in soil and groundwater beneath the site. Specific objectives of the Phase I ESA are to: • Document the history of the site in the context of the use, storage, handling, treatment, and disposal of potentially hazardous substances. • Review and evaluate available information related to the investigation and remediation of known or suspected subsurface impacts. • Assess the potential for previously unidentified hazardous substances to be present in the subsurface as a result of their past use, storage, handling, or disposal within or near the site. • Identify "Recognized Environmental Conditions" (RECs), "Controlled" RECs (CRECs), and historical RECs (HRECs), as defined in ASTM Standard E1527-13 (ASTM, 2013). • Identify "other environmental features" (Offs), defined for Phase I ESA purposes as existing or former site features or conditions that do not meet the ASTM definition of a REC, CREC, or HREC but which warrant mention for visibility purposes in the context of acquiring and redeveloping the site. n. FNIrIRONNIENTAL,INC. Phase I Environmental Site Assessment 14451 Myford Road Page 4 Tustin,California October 23,2019 1.3 APPROACH The subject Phase I ESA was conducted in general accordance with the scope and limitations of ASTM E1527-13 (ASTM, 2013) and included: • A review of relevant background information, including the history of the site and adjacent properties, past land use, and regional hydrogeological conditions. • A review of aerial photographs, topographic maps, and environmental records pertaining to the site. • A review of the site assessment and remediation documents related to the former TCM waste oil UST,the two former TCM wastewater clarifiers, and the two former fuel USTs removed by AT&T. • A walkover survey of the site and vicinity on June 11, 2019. • A review of potential offsite sources of contamination that could adversely impact the subsurface environment beneath the site, including a search of regulatory agency databases and visual surveys of adjoining properties. The format of this Phase I ESA report is different from that recommended by ASTM; however, all of the elements required by ASTM E1527-13 are included or otherwise addressed. 1.4 LIMITATIONS This Phase I ESA was performed in general accordance with the scope and limitations of current ASTM practice(ASTM, 2013)and the standard of care customary in the environmental consulting industry as of the date of this report. The conclusions in this Phase I ESA report are based on the information available to Avocet from the sources cited; however, Avocet makes no warranty regarding the accuracy or completeness of this information. Moreover, this Phase I ESA specifically excludes any evaluation of geotechnical conditions, the stability of onsite or adjacent slopes or retaining walls, flooding hazards, seismicity, and the possible impact, if any, of electromagnetic fields associated with nearby electrical facilities. Also, this report cannot and does not include any evaluation of undocumented activities at the site or on adjacent or nearby properties. The exclusions noted above should not be interpreted to mean that every other condition or potential condition has been considered in the subject Phase I ESA. Avocet conducted this Phase I ESA on Panattoni's behalf to document environmental conditions for decision making in the context of an affiliate possibly purchasing the site for redevelopment. Panattoni Development Company, Inc. and B8 Myford Industrial Owner, LLC may rely upon the information provided in this Phase I ESA report for a period of 180 days from the date of issue. After 180 days, this Phase I ESA should be updated in accordance with ASTM guidance. Avocet will not be liable for any consequential damages arising from the use of this report for other than its intended purpose, for use of this report beyond 180 days of its issue date, or from unauthorized use by third parties. AvoCET n. FNIrIRONNIENTAL,INC. Phase I Environmental Site Assessment 14451 Myford Road Page 5 Tustin,California October 23,2019 1.5 REPORT ORGANIZATION Including the introduction, this report is organized into seven sections. Section 2.0 describes the various sources of information utilized in conducting the Phase I ESA. Section 3.0 presents a summary of relevant background and regional information. Section 4.0 describes the history and current condition of the site. Section 5.0 presents a summary of previous investigations and remedial activities conducted at and around the site. Section 6.0 presents a summary of information gathered from a review of environmental databases maintained by local, state, and federal government agencies and describes the properties adjoining the site and selected nearby properties. Section 7.0 presents conclusions and recommendations in terms of identified RECs, CRECs, HRECs, and Offs. Supporting information is contained in tables, figures, and seven appendices, all of which follow the text of this report. Appendix A contains photographs of the site taken during Avocet's June 11, 2019 walkover survey. Appendices B and C contain historical topographic maps and historical aerial photographs, respectively, annotated with the site boundary. Appendix D contains a Certified Sanborn® Map Report, although fire insurance map coverage of the site was not available. Appendix E is a City Directory report summarizing entries recorded in business, telephone, and other directories. Appendix F is a report summarizing information available from a review of environmental databases maintained by local, state, and federal government agencies. Appendix G contains the NFA letters issued by OCHCA and SARWQCB. AvoCET n. FNIrIRONNIENTAL,INC. Phase I Environmental Site Assessment 14451 Myford Road Page 6 Tustin,California October 23,2019 2.0 SOURCES OF INFORMATION Sources of information utilized in preparing this Phase I ESA report included historical topographic maps; historical aerial photographs; a walkover survey of the site; records provided by the seller, records available at selected local and state regulatory agencies; environmental databases maintained by local, state, and federal government agencies; and other records available from commercial and online sources. 2.1 TOPOGRAPHIC MAPS To evaluate the history of the site and past land uses, Avocet obtained copies of historical U.S. Geological Survey (USGS) topographic maps from Environmental Data Resources, Inc. (EDR), of Shelton, Connecticut. The maps, which were published between 1896 and 2012 and which EDR marks up with the approximate site boundary, are included in chronological order in Appendix B. 2.2 AERIAL PHOTOGRAPHS To further evaluate the site's history, Avocet obtained a "Decade Package" of historical aerial photographs from EDR. EDR's Decade Package typically includes at least one aerial photograph from each decade from the 1920s through the present day. For the subject project, EDR provided aerial photographs taken between 1938 and 2016. The photographs, which EDR marks up with the approximate site boundary, are included in chronological order in Appendix C. 2.3 FIRE INSURANCE MAPS At Avocet's request,EDR conducted a search for fire insurance map coverage of the site; however, EDR reported that the site is an"unmapped property." A copy of EDR's"Certified Sanborn Map Report" to that effect is included as Appendix D to this report. 2.4 CITY DIRECTORIES Telephone and business directories have been published for cities and counties across the United States since the 1700s and often contain potentially useful information on past land uses and the types of business that operated at individual street addresses. EDR extracts information from such directories and consolidates it in its "EDR-City Directory Image Report," a copy of which is included as Appendix E to this report. 2.5 WALKOVER SURVEY AND INTERVIEWS Avocet personnel conducted a walkover survey of the site and vicinity on June 11, 2019. Selected photographs taken during the walkover survey are included as Appendix A. 2.6 GOVERNMENT DATABASES EDR conducted a government records search to document potential sources of contamination at or near the site. The search included databases maintained by federal, state, and local agencies for .AVOCET n. FNIrIRONNIENTAL,INC. Phase I Environmental Site Assessment 14451 Myford Road Page 7 Tustin,California October 23,2019 the site and for other properties within ASTM-standard radii of the site. The records search is summarized in Section 6.0 and a copy of"The EDR Radius MapTM Report with GeoChecO` is included in its entirety as Appendix F. As recommended by ASTM, all but a few of the databases searched were"current," i.e., had been updated within 90 days prior to the search date. 2.7 RECORDS AVAILABLE ONLINE Avocet searched the GeoTracker and EnviroStor websites maintained by the California Environmental Protection Agency (CalEPA) for additional environmental records pertaining to the subject site as well as records pertaining to selected nearby properties. Relevant information from this research is incorporated or referred to, as appropriate, throughout the remainder of this report. 2.8 INFORMATION FROM REGULATORY AGENCIES On May 20 and 21, 2019, Avocet contacted selected federal, state, and local regulatory agencies to determine whether they may have potentially relevant environmental records pertaining to the site, including in particular records relating to USTs, aboveground storage tanks (ASTs), environmental permits, enforcement orders, reports and correspondence related to site investigation/assessment, soil sampling, monitoring, cleanup/remediation, removal actions, closures, or any records related to conditions in air, soil, surface water, groundwater, or other environmental media. The agencies contacted and Avocet's interactions with them were as follows: • Avocet searched the U.S. Environmental Protection Agency (EPA)'s MyProperty online portal for records related to the subject site address; however, no records were available. • A written records request was faxed to the California Department of Toxic Substances Control (DTSC) office in Cypress; however, DTSC responded by telephone on May 22, 2019 that it does not have any records available for review. • Avocet visited the SARWQCB office in Riverside on May 16, 2019 to review and scan available files. Relevant files are referenced, where appropriate, throughout the remainder of this report. • An online records request form was submitted through the OCHCA website. OCHCA responded on May 23, 2019 with available records, which are referenced, where appropriate, throughout the remainder of this report. • An online records request form was submitted through the Orange County Fire Authority (OCFA) website. OCFA responded on June 4, 2019 that it has records pertaining to the subject site and mailed copies of them to Avocet. However, the records were limited to summaries of inspections of onsite fire response systems and are not considered especially relevant for Phase I ESA purposes. n A FNIrIRONNIENTAL,INC. Phase I Environmental Site Assessment 14451 Myford Road Page 8 Tustin,California October 23,2019 • An online records request form was submitted through the Orange County Sanitation District (OCSD) website. In an email dated May 22, 2019, OCSD indicated it does not have any records associated with the subject site, despite TCM having discharged clarified wastewater to the sanitary sewer system. • A records request form was submitted to the City of Tustin, which responded on May 28, 2019 with records that included building permits; however, there were no records that were not already available from other sources. • A request form was submitted to SCAQMD, which responded with records containing permitting and equipment lists for site operations. In brief,the available records did not indicate site conditions beyond what was already known from other records. 2.9 OIL AND GAS RECORDS To assess the possible presence of oil and/or natural gas wells at or in the vicinity of the site, Avocet reviewed information available online from the California Department of Conservation, Division of Oil, Gas, and Geothermal Resources (DOGGR). The findings of this review are summarized in Section 3.4. 2.10 RADON GAS RECORDS To assess the possible presence of naturally occurring radon gas in the subsurface in the site vicinity, Avocet reviewed data available through the EPA and the California Department of Public Health(CDPH). Radon gas data were also included in the EDR Radius Map Report(Appendix F). The available radon gas data are summarized in Section 3.5. .AVOCET n. FNIrIRONNIENTAL,INC. Phase I Environmental Site Assessment 14451 Myford Road Page 9 Tustin,California October 23,2019 3.0 BACKGROUND AND REGIONAL INFORMATION Background and regional information considered relevant to the subject Phase I ESA includes nearby surface water features, the site's physiographic setting, and regional geologic and hydrogeologic conditions. 3.1 PHYSIOGRAPHIC SETTING AND DRAINAGE The subject property is located on the Coastal Plain of Orange County. The Coastal Plain covers approximately 350 square miles and is bounded by the Pacific Ocean to the west-southwest and consolidated rocks of the Chino and Puente hills to the north, the San Joaquin Hills to the south, and the Santa Ana Mountains to the east. The ground surface in the site vicinity generally slopes to the south. The ground surface at the site is at around 67 feet above mean sea level. The closest surface water body to the site is Irvine Channel, a concrete-lined drainage channel that passes within approximately 600 feet east of the site at its closest approach. However, Irvine Channel is not considered especially relevant for Phase I ESA purposes. 3.2 REGIONAL GEOLOGY The site is located within the Los Angeles Basin, a geologic structure that evolved through five major phases: pre-depositional (basement rocks), pre-basin deposition (late Cretaceous through lower Miocene rocks), basin inception (middle Miocene), principal subsidence and deposition (upper Miocene and lower Pleistocene), and basin disruption (upper Pleistocene through Recent deposits). The basement rocks of the pre-depositional phase are composed of metamorphosed sedimentary and volcanic rocks, partially intruded by plutonic rocks. The upper Cretaceous rocks of the pre-basin phase of deposition are comprised of clastic marine sedimentary deposits beneath shallow marine and non-marine clastic sedimentary deposits of the Paleocene to early Miocene. The middle Miocene rocks of the basin-inception phase include a various succession of marine clastic and sedimentary rocks, interbedded with volcanic rocks. The late Miocene to early Pleistocene rocks of the principal subsidence and deposition phase are comprised of primarily sandstone and siltstone, with some conglomerate, shale, and fine-grained biogenic sediment. Finally,the late Pleistocene to recent rocks of the basin-disruption phase are comprised of lagoonal marine and non-marine deposits overlain by non-marine gravel, silt, and sand. The Los Angeles Basin can be divided into four structural blocks, primarily designated by their basement blocks and superjacent sedimentary packages. The four blocks are referred to as the Northwestern, Southwestern, Northeastern, and Central Blocks. The subject site is located in the southeastern portion of the Central Block, which encompasses the area northwest of the Newport Inglewood Fault Zone, extending north to the Santa Monica Mountains, east to the Puente Hills, and southeast to the Santa Ana Mountains and San Joaquin Hills. n. FNIrIRONNIENTAL,INC. Phase I Environmental Site Assessment 14451 Myford Road Page 10 Tustin,California October 23,2019 3.3 HYDROGEOLOGY The subject site is located within the Orange Country Groundwater Basin (the Basin), which underlies the Coastal Plain mentioned above. The Basin is divided into three regional sub-basins; the Yorba Linda, Main, and Irvine sub-basins. The site is located in the western portion of the Irvine sub-basin and is bounded by the Santa Ana Mountains to the east, the San Joaquin Hills to the south and southwest, and the Costa Mesa Freeway to the north. The Basin includes numerous aquifers separated to varying degrees by lower permeability sediments. Groundwater from these aquifers is utilized for municipal drinking and agricultural purposes, but most production wells in the Irvine area are screened deeper than 200 feet bgs. The uppermost, Shallow Aquifer System or"semiperched" aquifer, which extends from the surface to approximately 160 feet bgs, is more relevant for Phase I ESA purposes. Groundwater in the Shallow Aquifer System is generally considered hard and brackish and typically is not used directly for agricultural or municipal purposes, although there is evidence that it is in communication with deeper aquifers that have direct beneficial uses. Investigations by Orange County Water District related to its South Basin Groundwater Protection Project have shown that the Shallow Aquifer System is very complex in terms of the occurrence and movement of groundwater, both laterally and vertically. In brief, there are several relatively discrete water- bearing zones within 150 feet of the ground surface, with varying degrees of hydraulic communication between them. However, some of these water-bearing zones are laterally discontinuous, and the movement of groundwater is further complicated by the likely presence of buried stream channels filled with more permeable sediments that provide "paths of least resistance"for groundwater and contaminant migration. In broad terms, however, groundwater in the Shallow Aquifer System generally flows to the south-southwest, toward Upper Newport Bay. Based on environmental investigations and groundwater monitoring conducted at the subject site, the underlying soils consist of layered silts and clays with some lenses of sand and gravel. A relatively impermeable and laterally continuous clay layer is present throughout the site area at between 20 and 22 feet bgs. A shallow, perched water-bearing zone comprised of a sandy layer between 4 and 8 feet thick, overlies this clay layer. This shallow water-bearing zone is described as being confined and under pressure, with the sandy layer located between 16 and 18 feet bgs and groundwater levels being reported at approximately 12 feet bgs (The Traverse Group, Inc. [Traverse], October 5, 1987). A second water-bearing zone, specifically an approximately 7-foot- thick sand layer, is present from approximately 45 to 52 feet bgs. The deeper water-bearing zone is hydraulically separated from the shallow water-bearing zone by the clay layer described above (Camp Dresser& McKee, Inc. [CDM], January 30, 2004). 3.4 OIL,GAS,AND GEOTHERMAL WELLS According to DOGGR records available online, the site is not within or near the administrative boundary of an oil field (DOGGR, May 20, 2019). The nearest oil well to the site is a "plugged dry hole" located approximately 1,000 feet to the east-southeast. According to the available records, the "Irvine 63-1" well was completed in June 18, 1949 but never produced any oil and was abandoned shortly after being drilled, on July 18, 1949(DOGGR, August 10, 1949). No other AvoCET n. FNIrIRONNIENTAL,INC. Phase I Environmental Site Assessment 14451 Myford Road Page 11 Tustin,California October 23,2019 oil or gas wells, abandoned or active, are located within 1 mile of the subject site. As such, it is unlikely that the subject site has been impacted by historical oil production operations in the area. 3.5 RADON GAS EPA recommends avoiding long-term exposure to radon levels greater than 4 picocuries per liter (pCi/L). CDPH maintains indoor radon test result records for California sorted by zip code (CDPH, February 2016). In brief, indoor radon measurements were performed throughout the state, and the percentage of buildings with reported radon levels greater than 4 pCi/L within each zip code was reported, along with the number of buildings tested. Of the 42 buildings tested for radon within the 92780 zip code in which the subject site is located, only one contained radon at above 4 pCi/L. In addition to the above, the EPA and the USGS maintain a Map of Radon Zones for the United States, organized by county (EPA, 2016). According to the map, Orange County is a Radon Zone 3, indicating that radon levels in buildings are expected to be below 2 pCi/L. EDR's Radius Map Report (Appendix F) indicates that the average radon activity on the ground floor of residential structures within Orange County was 0.763 pCi/L, which is less than EPA's recommended maximum exposure level. Based on the above, naturally occurring radon is unlikely to be of concern in the vicinity of the site. n. FNIrIRONNIENTAL,INC. Phase I Environmental Site Assessment 14451 Myford Road Page 12 Tustin,California October 23,2019 4.0 SITE HISTORY AND CURRENT CONDITION This section documents the history and current condition of the site, with emphasis on current or former environmental features. 4.1 SITE HISTORY The history of the site and vicinity has been compiled based on information from the sources outlined in Section 2.0, particularly the historical aerial photographs and topographic maps. For discussion purposes, the site's history has been divided into sections based on the principal land uses within the site boundary with, to the extent known, the approximate date ranges. 4.1.1 Agricultural Land Use, <1938 to 1976 The earliest records reviewed for Phase I ESA purposes were topographic maps published in 1896, 1901, and 1902 (Appendix B). These near identical maps show that the subject site was undeveloped, as was much of the surrounding area, although the area may have been agricultural at the time. Tustin is shown on the maps as a few dozen residences around the beginnings of a street grid approximately 0.8 mile to the northwest of the site. The Los Angeles branch of the Atchison, Topeka, and Santa Fe Railway (AT&SF) is shown running northwest-southeast, approximately 1 mile southwest of the site at its closest approach. Topographic maps published in 1932 and 1935 show that the street grid had been expanded outward from "downtown" Tustin, and many of the existing roads, including Myford Road, were depicted, although it did not yet extend as far west as the subject site. Rather, the site appears to have been in an area (known to have been agricultural from a 1938 aerial photograph) bounded by dirt roads. A portion of historical Highway 101 ran along the existing Santa Ana (5) Freeway alignment, approximately 0.5 mile northeast of the site. Irvine Channel, now a concrete-lined drainage channel, is shown on the 1932 and 1935 maps as an unlined channel, although its alignment does not appear to have changed significantly since then. The larger Peter's Canyon Wash is shown on both maps flowing northeast to southwest, approximately 0.4 mile southeast of the site at its closest approach. Small structures, assumed to have been residential or agricultural, were scattered throughout the area, with two structures shown just outside the northwestern site boundary. Based on subsequent maps and aerial photographs, one of these structures is believed to have been a reservoir, at least part of which was aboveground based on the shadow it cast in the photographs. The earliest aerial photograph reviewed for Phase I ESA purposes was taken in 1938 (Appendix C) and shows that the site and surrounding area were agricultural. More specifically,the site included parts of two larger fields planted with grass or other ground crop(s). To the northwest of the site, the reservoir depicted as a structure in the 1932 and 1935 topographic maps was visible in the photograph. Further afield, Highway 101 was visible to the northeast of the site and the AT&SF Railway was visible to the southwest. The unlined precursor to present day Irvine Channel was also visible in the 1938 photograph. A topographic map published in 1942 (Appendix B)provides no additional information of use for Phase I ESA purposes, but an aerial photograph taken in 1946 (Appendix C) clearly shows that the site and the surrounding area were still planted with grass or other ground crop(s). More specifically, the 1946 photograph shows that the site straddled the .. FNIrIRONNIENTAL,INC. Phase I Environmental Site Assessment 14451 Myford Road Page 13 Tustin,California October 23,2019 corners of four fields separated by dirt access roads that intersected within the site boundary. The reservoir was clearly visible to the northwest of the site, as was a tall, adjacent feature that could have been a wind turbine to power the well pump or a power pole. To the south of"old" Myford Road, then still unpaved, vegetation patterns suggest that Peters Canyon Wash periodically flooded. Topographic maps published in 1948 and 1950 (Appendix B) show that the site was still unimproved and not accessible by paved roads. The street grid around the site had not evolved much, but to the west, on the far side of the AT&SF railroad track, a Naval Reservation had been constructed. Established in 1942 and originally known as the Naval Lighter Than Air (NLTA) Station, the Naval Reservation featured two huge "blimp" hangars that have become local landmarks. Avocet notes that the NLTA was commissioned during World War 11 to support the United States Navy's coastal patrol effort and operated as such until 1949. The facility was reactivated in 1951 as Marine Corps Air Facility (MCAF) Santa Ana to support the Korean War. More recently, it became known as Marine Corps Air Station (MCAS) Tustin and operated as a helicopter base. Aerial photographs taken in 1952, 1963, and 1972 (Appendix C) show no significant change in land use within or around the site apart from Irvine Channel being rerouted into Peters Canyon Wash approximately 1.5 mile southeast of the site between 1952 and 1963. Although not visible in the aerial photographs, a topographic map published in 1965 (Appendix B) shows a water well immediately northwest of the subject site and annotates an adjacent structure as "Res" for reservoir. The 1965 map shows that the well and the reservoir were accessed via a dirt road from Myford Road, which also was unpaved, and which bisected the site from the northwest to the southeast. Two tall, slender structures located adjacent to the reservoir and visible in the 1952 photograph, are assumed to have been wind turbines or power poles. To the northeast of the site, Highway 101 had been widened and renamed the Santa Ana(5)Freeway by 1965. 4.1.2 TCM and Smith Occupancy, 1976 - 1987 According to a Certificate of Use and Occupancy from the City of Tustin, TCM first occupied the site in 1976 (City of Tustin, February 12, 1976) and began using it to manufacture oil field equipment, including drill bits and other drilling tools. Permits obtained from SCAQMD indicate that TCM operated at least four ovens, two grinding and drying systems, a spray booth, and a degreaser inside the building. In addition, TCM operated a 300-gallon UST for waste oil and two clarifiers, which received industrial wastewater that may have contained oil and/or chlorinated VOCs. The wastewater clarifiers discharged to the sanitary sewer system and they and the waste oil UST were located outside the southwest wall of the building (Figure 3). As discussed in Section 5.0, the UST and the clarifiers were later found to have leaked, leading to soil and groundwater investigation and remediation. A topographic map published in 1981 (Appendix B) shows the TCM building at the site and a few other commercial or industrial buildings on nearby lots, although the SSI buildings on either side of the subject site apparently had not yet been built. The 1981 map shows the present day Myford Road alignment but also shows the original Myford Road, since replaced by Jamboree Road, to the southeast. Avocet understands that for a time there were references to"old" and"new"Myford ,oNlAv©CET. FNVIRONNIENTAL,INC. Phase I Environmental Site Assessment 14451 Myford Road Page 14 Tustin,California October 23,2019 Road but these prefixes appear to have been dropped when Jamboree Road replaced"old"Myford Road. An aerial photograph taken in 1985 (Appendix C) shows the existing former TCM building on the southwestern part of the site; however, the northeastern portion was unimproved, formerly agricultural land with a ground cover of grass. To the northeast and southwest, the two SSI buildings had been constructed, and to the northwest, commercial buildings had been constructed over the former reservoir and water well. In addition, Walnut Avenue to the southwest had been extended south to Myford Road but did not yet extend further south as it does today. The 1985 photograph shows that the land on the southeast side of(new)Myford Road was still agricultural at the time, as was the land further to the southeast. 4.1.3 Pacific Bell and AT&T Occupancy, 1987 - Present A letter from Smith (doing business as TCM), dated December 6, 1988 indicates that manufacturing operations at the former TCM facility ceased in October 1987 and, according to the available records, Pacific Bell, the predecessor to AT&T, purchased the site from Smith in late 1987. Upon occupying the site,Pacific Bell reportedly installed a 12,000-gallon UST for gasoline and a 12,000-gallon UST for diesel fuel, at the approximate location shown in Figure 3, and began using the former TCM facility for the storage and maintenance of fleet vehicles. An aerial photograph taken in 1989 (Appendix C) shows that most of the northeastern portion of the subject site had been paved and was being used to park employee and/or Pacific Bell vehicles, although a small area adjacent to Myford Road remained unpaved and unimproved. By 1994, this last remaining area had been paved and was being used for parking; however, the land across Myford Road was still agricultural. Further to the southwest, Jamboree Road had replaced the "old" Myford Road alignment. By 2005 (Appendix C), the formerly agricultural land on the southeast side of Myford Road had been developed with the existing commercial/industrial buildings, and the 261 Toll Road had been constructed approximately 1,000 feet to the southeast of the site and immediately southeast of the Irvine Channel. Subsequent aerial photographs, taken in 2009, 2012, and 2016 (Appendix C), show no discernible changes in land use at or around the site, although a few small"infill"parcels adjacent to the now much widened Santa Ana Freeway were developed between 2005 and 2009. 4.2 CURRENT SITE CONDITIONS Avocet conducted a walkover survey of the site on June 11, 2019 to visually assess current conditions. Selected photographs taken during the survey are included in Appendix A and are referenced, as appropriate, below. In brief, the subject site features the approximately 103,000-square-foot former TCM building with a small outdoor training area to the northwest (Figure 3). The training area features small structures to simulate houses, mock utility poles, and a storage shed for tools. The remainder of the site is paved with asphalt for parking and outdoor storage. 4.2.1 Outdoor Areas Approximately three quarters of the subject site is paved parking for employee vehicles and AT&T trucks. Most of the employee parking is along the southeastern portion of the property that fronts n. FNIrIRONNIF.NTAL,INC. Phase I Environmental Site Assessment 14451 Myford Road Page 15 Tustin,California October 23,2019 onto Myford Road, while the AT&T trucks are typically in the rear (northwestern) portion of the site in an area that is partially screened from the rest of the facility by hedges. In addition to AT&T trucks, this area features outdoor storage for cable reels and several trash enclosures. Avocet was informed that two storage containers in this area are used to store materials similar to those in the outdoor storage area (Photograph A-1). Along the northeastern wall of the building, specifically outside the entrance to the vehicle service bay (Figure 3), is a storage area that features a storage container for spent batteries (Photograph A-2) and one 250-gallon AST for used oil (Photograph A-3). Evidence of minor leakage from a hose on the AST onto the paved surface was observed during the walkover survey. A loading dock is located outside the northwestern corner of the building (Figure 3). Minor oil staining, likely from delivery trucks parked at the dock for loading or offloading,was observed on the paved surface(Photograph A-4). The site also features two pad-mounted transformers, one in the northeastern corner of the site and one located in the southeastern corner (Photograph A-5). Neither of the transformers exhibited signs of leakage during the walkover survey; however, some staining was noted around the southeastern transformer. It is not clear whether either of these transformers contain or have contained polychlorinated biphenyls (PCBs); however, it is noted that the transformers are owned and operated by Southern California Edison(SCE)and are assumed to be SCE's responsibility. Along the southwestern wall of the building is an inactive vehicle wash bay (Photograph A-6). The wash bay features a drain, which is reportedly routed to an adjacent water recycling system. When the wash bay was in use, washwater was treated through the recycling system and then stored in an adjacent 350-gallon AST before being reused (Terracon, April 11, 2019). The water recycling system is equipped with a concrete secondary containment berm. To the east of the water recycling system and AST are two water chillers, one of which is inactive (Photograph A-7). 4.2.2 Warehouse The warehouse encompasses approximately the northwestern half of the AT&T building. The central part of the warehouse is open and used to store structures used to simulate roofs for training purposes along with training tables that feature panels that can be worked on by trainees (Photograph A-8). The outer portion of the warehouse is divided into "cages" or storage cribs for tools and equipment for various work crews. In addition to the equipment cages, there are waste storage, battery storage, and shipping cages (Figure 4). The equipment cages are generally filled with dry materials, including health and safety equipment, nuts and bolts and other metal parts, hand tools, ladders, traffic cones, reams of cable, and similar items (Photograph A-9). Liquid items stored in the cages include corrosion wash, which is used to clean corrosion and dirt from electrical equipment, spray paint for marking utilities, and silicone-based cable-pulling lubricant (Photograph A-10). The waste storage cage features several bins for trash and for cardboard and other recyclables. The waste cage also features a vertical baler used to break down and compact cardboard boxes for recycling (Photograph A-11). The baler operates electronically, although small amounts of petroleum-based lubricant are used on moving parts. The baler does not feature any large, subsurface oil reservoirs, however, and no oil staining was observed around the machine during Avocet's walkover survey. To the north of the baler and general trash area is a drum storage area. During Avocet's walkover survey, a total of five 55-gallon drums were observed. Three of the ,oNlAv©CET. FNIrIRONNIENTAL,INC. Phase I Environmental Site Assessment 14451 Myford Road Page 16 Tustin,California October 23,2019 drums were staged on top of wooden pallets. One was labeled as containing aerosol cans and was located next to a 5-gallon bucket containing dry cell batteries and an acid spill kit (Photograph A-12). Two of the drums were labeled "hazardous waste"; however, the specific contents was not identified (Photograph A-13). The hazardous waste drums were located next to a spill kit. The two remaining drums were staged on the floor of the warehouse; one was labeled "empty" and the other was labeled as containing a variety of items, including cleaners, lubricants, office supplies, and sealants (Photograph A-14). Adjacent to the drum storage area, Avocet observed an additional wood pallet covered in cardboard that was being used to stage "non- spillable" batteries ready for disposal (Photograph A-15). The battery storage area features storage of both new and used batteries. Specifically, this area is used to store new shipments of lead acid batteries that will be used in AT&T equipment. The area generally consists of stacks of boxes containing new batteries, although some of the batteries were sitting out during Avocet's walkover survey. Spent batteries are staged in the southern corner of the battery storage area (Figure 4) typically on top of plastic secondary containment units; however, Avocet observed some batteries being staged directly on the ground during the walkover survey (Photograph A-16). There were no obvious signs of leakage from the batteries, such as staining or etching of the underlying concrete, and acid spill kits were located nearby. Avocet observed one floor drain in the center of the battery storage area; however, there were no liquids present in the vicinity of the drain (Photograph A-17). An employee working in the storage area during the walkover survey indicated that additional floor drains are present in the area; however, they were obstructed by boxes and were not visible for inspection. The shipping area contains multiple rows of shelves to store shipments of equipment and other items received by the facility for use in the field. Shipments are delivered and generally stored in sealed cardboard boxes until they are ready to be used (Photograph A-18). Shipments received include cables, electrical parts, fiber optic hardware, among other communications-related items. 4.2.3 Offices and Classrooms The front or southeastern portion of the building is built out as office space and classrooms for training new employees, with additional offices located on a second floor above the classrooms. Some of the classrooms feature simple desk and whiteboard setups, while others contain mock equipment, such as transformers, circuit board setups, and even utility poles (Photographs A-19 and A-20). These items are used to train employees in a safe environment and teach them to minimize their risks of falling from elevated work areas, such as roofs or utility poles. The classrooms and offices each feature varying colors and patterns of vinyl floor tile, which was generally in good condition. Similarly, the interior paint in the building was generally in good condition, with no signs of peeling. 4.2.4 Vehicle Maintenance Bay The vehicle maintenance bay is located in the eastern portion of the building and is used to perform repairs and maintenance on AT&T fleet vehicles. The interior of the maintenance bay features two in-ground hydraulic vehicle lifts (Photograph A-21). Although there were no obvious signs of leakage from these lifts during Avocet's walkover survey, it is noted that the majority of the lift n. FNIrIRONNIF.NTAL,INC. Phase I Environmental Site Assessment 14451 Myford Road Page 17 Tustin,California October 23,2019 infrastructure is beneath the surface and cannot readily be inspected. Moreover, hydraulic lifts of this type typically feature subsurface reservoirs for hydraulic oil, which can leak. The exact age of the subject lifts is not known; however, they are assumed to have been in place since at least the early 1990s, when Pacific Bell first occupied the site. In addition to the hydraulic lifts, the main area of the maintenance bay also features a parts washer(Photograph A-22) and a designated area along one wall to store drums of used oil, absorbent, oil filters, and spent antifreeze. Some of the drums were staged on top of plastic secondary containment; however, others were staged directly on the concrete floor (Photograph A-23). Minor oil staining was observed throughout the maintenance bay, including in and around the drum storage area (Photograph A-23). The "tool room" (Figure 4) features storage for various pieces of equipment, including creepers,jacks, and tool boxes. A floor drain was observed in the southeast corner of the maintenance bay (Figure 4; Photograph A-24). The"lube room" (Figure 4)features a 250-gallon AST used to store motor oil (Photograph A-25) and a second, 120-gallon AST to store transmission fluid (Photograph A-26). In addition, the room is used to store smaller, 1- to 5-gallon containers of motor oil, transmission fluid, and coolant. AvoCET n. FNIrIRONNIENTAL,INC. Phase I Environmental Site Assessment 14451 Myford Road Page 18 Tustin,California October 23,2019 5.0 PREVIOUS INVESTIGATIONS AND REMEDIATION Several phases of environmental assessment at the site led to remedial excavation, groundwater remediation, and groundwater monitoring. The investigation and remediation work is discussed below in roughly chronological order. 5.1 FORMER WASTE OIL UST AND CLARIFIER INVESTIGATIONS Releases from the 300-gallon waste oil UST, which was removed in 1986, were found to have impacted soil and shallow groundwater beneath the site. Subsequent investigations into the extent of these impacts led to the removal of the two nearby wastewater clarifiers,which also were judged to have leaked. Summaries of the investigation and remediation efforts associated with these former features are outlined below. 5.1.1 Waste Oil UST Removal, August 1986 On August 20, 1986, the 300-gallon waste oil UST was removed from outside the southwestern wall of the building, at the approximate location shown in Figure 3. Oily water was observed in the UST excavation, approximately 100 gallons of which was reportedly removed from the excavation and transferred to 55-gallon drums for disposal. Observations made during the removal of the UST included, in addition to the presence of oily water, discolored"dark" soil with a strong hydrocarbon odor. Soil samples collected during the removal contained elevated concentrations of TPH, as well as detectable concentrations of chlorinated VOCs, notably PCE, TCE, and cis-1,2- DCE. Based on the impacts observed during UST removal, additional investigation was proposed to assess the extent of contamination (Allied Industrial Services, Inc. [Allied], September 30, 1986). 5.1.2 Soil Matrix Sampling,November 1986 In November 1986, two borings were advanced in the vicinity of the former UST, one within the footprint of the tank pit and a second immediately to the south. Five soil matrix samples were collected from the two borings. The 10-foot sample collected from the tank pit boring contained elevated concentrations of TCE, and the 15-foot sample from the tank pit boring contained elevated concentrations of PCE and TCE as well as a noticeable hydrocarbon film on the sample surface. The 10- and 15-foot samples collected from the boring located to the south of the tank pit contained similarly elevated concentrations of PCE and TCE, and all of the soil matrix samples contained elevated concentrations of TPH. Based on these analytical results, three groundwater monitoring wells were proposed for installation (Allied, November 4, 1986). 5.1.3 Groundwater Monitoring Well Installation, March 1987 Four groundwater monitoring wells (Wells TCM-1 through TCM-4) were installed at the site between March 5 and 31, 1987 (Figure 3). Water level measurements in the wells indicated that groundwater flowed to the southwest with a gradient of 0.00125 foot/foot. Initial sampling of three of the wells indicated the following concentrations of TPH and VOCs in groundwater: .. FNIrIRONNIENTAL,INC. Phase I Environmental Site Assessment 14451 Myford Road Page 19 Tustin,California October 23,2019 Parameter TCM-1 TCM-2 TCM-3 TCM-4 Total Petroleum Hydrocarbons(milligrams per liter or mg/L) TPH 0.15 Not Available 1.3 0.077 VOCs(µg/L) Bromodichloromethane VD<0.5 Not Available ND 1.6 Chloroform VD<0.5 Not Available 3.8 7.1 1,1-Dichloroethene 5.50 Not Available 310 68 1,1-Dichloroethane 1.30 Not Available 47 14 1,1,2-Trichloroethane ND<0.5 Not Available 0.6 ND<0.5 1,1,1-Trichloroethane ND<0.5 Not Available 380 44 Trichloroethylene ND<0.5 Not Available 138 16 Tetrachloroethylene ND<0.5 Not Available 552 1 29 It is not clear why Well TCM-2 was not sampled during this event, and Avocet notes that later site plans indicate Well TCM-2 as abandoned. In brief, the initial groundwater sampling results indicated the presence of chlorinated VOCs in groundwater both upgradient (Well TCM-1) and downgradient(Wells TCM-3 and TCM-4)of the former UST. Additional delineation of the impact to groundwater was recommended following the initial groundwater sampling event, as was removal of the impacted soil in the vicinity of the former UST by open excavation (Traverse, May 18, 1987). 5.1.4 Groundwater Contamination Assessment, July—August 1987 The wastewater clarifier located to the east of the waste oil UST (Figure 3) was identified as a potential source of the chlorinated VOCs detected in groundwater during the UST investigations outlined above. The clarifier was reportedly used to settle solids from process and wastewater from manufacturing operations prior to being discharged to the sanitary sewer system. Due to the close proximity of the clarifier and former UST to the hydraulically downgradient site boundary, additional investigations were conducted at the site and at the adjoining former S SI property (now occupied by New American Funding). A total of 15 hollow-stem auger borings were advanced at the site and at the former SSI property between July 24 and August 7, 1987. Groundwater was reportedly encountered at approximately 12.5 feet bgs during this investigation. Groundwater grab samples were collected from each of the borings, some at multiple depths, as well as from the clarifier and the existing groundwater monitoring wells. The groundwater samples were analyzed for VOCs in an onsite mobile laboratory; however, the detected PCE and TCE concentrations were not quantified or reported. Rather, response peaks were reported for each sample, with a higher response peak corresponding to a higher contaminant concentration. Response peaks for TCE and PCE were highest in the clarifier sample and in the groundwater sample from downgradient Boring AH-5. The next highest response peaks for TCE and PCE were in the groundwater samples from Borings AH-1 and AH-4. Based on the results of the field analyses,the TCE and PCE plumes were judged to extend beneath the south adjoining SSI property (Traverse, October 5, 1987). 5.1.5 Clarifier Removal and Aquifer Pump Test, January 1988 Between January 20 and 21, 1988, the two clarifiers (east and west) were removed from outside the southwest wall of the building, at the approximate locations shown in Figure 3, and both were n. FNIrIRONNIF.NTAL,INC. Phase I Environmental Site Assessment 14451 Myford Road Page 20 Tustin,California October 23,2019 judged to have impacted the subsurface environment. A photoionization detector(PID)was used to screen soil removed from the clarifier excavations. Soil removed from the west clarifier pit reportedly showed no signs of contamination; however, impacted soil was detected in the east clarifier pit. The east clarifier excavation was enlarged until all of the impacted soil, as indicated by PID readings,had been removed. It is noted that while excavating the east clarifier pit, a leaking water line was discovered with an estimated leak rate of approximately 50 to 60 gallons per minute (gpm). This leaking water line was thought to have exacerbated the migration of contaminants in soil and groundwater downgradient of the subject site (Traverse, January 29, 1988). In an effort to measure aquifer parameters and determine the suitability of a"pump and treat" GET system to remediate contaminated groundwater beneath and downgradient of the site, a"pumping well," Well TCMP-1, was installed at the location shown in Figure 3. A pumping test performed over 48 hours indicated that Well TCMP-1 could sustain a pumping rate of approximately 7 gpm with a drawdown of approximately 0.5 foot at a radius of 34.5 feet when pumped at 5 gpm. The groundwater extracted for pumping test purposes was routed through a liquid-phase granular activated carbon (LGAC) treatment system prior to being discharged under a National Pollutant Discharge Elimination System (NPDES) permit. While performing the pumping test, a water sample was collected from the inlet to the LGAC treatment system to determine the maximum concentrations that the proposed treatment system would need to process. The reported concentrations of PCE were much lower than expected, decreasing from 552 micrograms per liter (µg/L) in Well TCM-3 in April 1987 to 51.1 µg/L in January 1988. A confirmation sample was subsequently collected from Well TCMP-1 and yielded similar results. The decrease in contaminant concentrations was attributed both to natural attenuation and to the leaking water line, which may have"flushed" clean water through the subsurface and diluted the contaminant plume (Traverse, January 29, 1988). 5.1.6 Remedial Investigation and Final Closure Plan for Clarifier Pits,August 1988 Between February and April 1988, approximately 170 tons of impacted soil were removed from beneath and around the east and west clarifiers; however, not all of the impacted soil could be removed from the east clarifier excavation, which was left open pending further investigations to delineate the impacted zone (OCHCA, February 23, 1995). These further investigations were conducted on August 11 and 12, 1988, when additional borings were advanced to determine the geometry of the excavation that would be necessary. Based on the results, a remedial excavation measuring approximately 18 by 64 feet was proposed that would extend vertically to groundwater at approximately 12 feet bgs (BCL Associates, Inc. [BCL], September 1988). 5.1.7 Additional Groundwater Monitoring Well Installation, 1988-1989 Between February 1988 and March 1989, a total of 13 groundwater monitoring wells were installed at the subject site and offsite to the south, east, and west(Figure 3). Sampling conducted in March 1989 indicated that several chlorinated VOCs were detected above their respective drinking water Maximum Contaminant Levels (MCLS), as follows: AvoCET n. FNIrIRONNIF.NTAL,INC. Phase I Environmental Site Assessment 14451 Myford Road Page 21 Tustin,California October 23,2019 VOCs in Groundwater Samples,March 1989(µg/L) Well ID 1,1-DCE 1,1-DCA PCE TCE TCM-3 97 56 380 170 TCMP-1 8.1 72 23 TCM-4 ND<6.(- 23 11 TCM-6 25 5.8 TCM-7 ND<6.1 6.5 TCM-9 ND<6.1 NL 55 14 TCM-11 11 ND<211 VD<5.0 Based on the results of the March 1989 sampling event, groundwater extraction wells and an onsite GET system were recommended (BCL, April 1989). A GET system was subsequently installed and operated for over nine years, from 1993 to 2003, with oversight from the SARWQCB (Section 5.1.11). 5.1.8 OCHCA Case Closure and Vapor Risk Assessment, 1995 OCHCA performed a vapor intrusion risk assessment for the site using the VOC concentrations in groundwater and the residual VOC concentrations in soil after the various excavations completed up to that time. Using assumptions based on the site-specific soil types, OCHCA created a diffusion model to estimate the VOC concentrations that potentially could accumulate in indoor air. Using the indoor VOC concentrations predicted by the model, OCHCA estimated the combined excess lifetime cancer risk at less than one in a million (less than 1 x 10-6), which was considered acceptable. Based on the results of the vapor risk assessment, the fact that most of the impacted soil had previously been removed, and that groundwater remediation was ongoing under SARWQCB oversight (Section 5.1.11), OCHCA granted case closure, although OCHCA noted that SARWQCB may have additional requirements related to groundwater(OCHCA,February 23, 1995). A copy of the OCHCA case closure letter is included in Appendix G. 5.1.9 Additional Soil Sampling and Interim Soil Remediation, 1997 Groundwater remediation is discussed in Section 5.1.11, but CDM, TCM's consultant at the time, tried extracting groundwater from different combinations of extraction and monitoring wells. CDM noticed that VOC concentrations in Well TCM-4, a monitoring well located directly downgradient of the former clarifiers and waste oil UST, decreased significantly when that well was pumped and then rebounded to close to the starting concentrations when pumping stopped. CDM concluded that the rebounding VOC concentrations in Well TCM-4 indicated that not all of the contaminated soil had been removed and recommended additional soil sampling to locate and delineate residual soil contamination. The additional soil sampling was conducted in three phases, in November 1996, March 1997, and July 1997. In the first phase, ten borings were advanced to between 20 and 32 feet bgs with selected soil samples analyzed for VOCs(Figure 3). In the second phase, four additional borings were advanced at a 35-degree angle from vertical to total depths of 20 feet bgs, and a fifth boring was advanced vertically to 20 feet bgs (Figure 3). During the third phase of investigation, eight borings were advanced inside the building to approximately 20 feet bgs(B-16 through B-21 and P 1 and P2)to delineate soil impacts to the north of the former clarifier n. FNIrIRONNIF.NTAL,INC. Phase I Environmental Site Assessment 14451 Myford Road Page 22 Tustin,California October 23,2019 and tank pit area (CDM, August 27, 1998). In brief, soil samples from all 23 of these additional borings contained detectable concentrations of chlorinated VOCs. The highest concentrations were detected in samples from Borings B-12 and B-13, both of which were located outside of the building footprint (Figure 3). The maximum total VOC concentrations in soil samples from Borings B-12 and B-13 were 44,900 and 53,200 micrograms per kilogram (µg/kg) at approximately 10 and 13 feet bgs, respectively. Significant concentrations of TPH were also detected in these two borings, at 4,300 and 1,800 milligrams per kilogram (mg/kg), respectively. Elevated concentrations of PCE, TCE, 1,1,1-TCA, and cis-1,2-DCE were detected in soil samples from Borings B-1, B-3, B-4, B-5, and B-7, all reportedly in native soil beneath the clean backfill in the clarifier and UST excavations. In general,the elevated concentrations of VOCs were located below the water table, at between 10 and 20 feet bgs (CDM, June 6, 1997). Based on the results of the three additional phases of soil investigation, CDM determined that soil contamination was present beneath the building and attempted to address it in-situ by injecting Fenton's Reagent (CDM, August 27, 1998). Avocet has not reviewed any documentation pertaining to how or where Fenton's Reagent was injected or how effective it was; however, the soil excavation activities discussed below suggest that the application was not as effective as hoped. 5.1.10 Soil Excavation, August—February 2002 Between August 2001 and February 2002, remedial excavation was conducted to remove soil containing total VOC concentrations greater than 1,000 µg/kg. Essentially there were two remedial excavations, one outside and one inside the south-central portion of the building, both of which involved dewatering so that impacted soil beneath the water table could be removed. Groundwater extracted for dewatering purposes was treated in the GET system (Section 5.1.11) and then discharged under the GET system's NPDES permit. Approximately 469 cubic yards of soil and 129,000 gallons of groundwater were removed from the exterior excavation, which extended vertically to 23 feet bgs. Approximately 641 cubic yards of impacted soil and approximately 1,286,000 gallons of impacted water were removed from the interior excavation. Both excavations were backfilled with sand/cement slurry from total depth up to approximately 8 feet bgs, and the upper 8 feet was backfilled with clean soil. Some soil containing more than 1,000 µg/kg of total VOCs could not be removed from the exterior excavation without jeopardizing the integrity of the adjacent building and was left in place (CDM, August 6, 2002). CDM estimated that approximately 20 pounds of chlorinated VOCs were removed from the subsurface via the two remedial excavations. 5.1.11 Groundwater Remediation, 1993—2003 Pursuant to a request from the SARWQCB, CDM prepared a Remedial Action Plan (RAP) to address chlorinated VOCs in groundwater beneath and hydraulically downgradient (south) of the site. In brief, the RAP detailed the installation of a groundwater"pump and treat" (GET) system to remove chlorinated and fuel-related VOCs, iron, and manganese (CDM, May 1991). AvoCET n. FNIrIRONNIF.NTAL,INC. Phase I Environmental Site Assessment 14451 Myford Road Page 23 Tustin,California October 23,2019 Pursuant to the RAP, a total of eight groundwater extraction wells and seven injection wells were installed in 1993, along with an onsite treatment system (Figure 3). The treatment process involved the use of LGAC and induced air flotation (IAF). IAF introduces a flocculating agent into water to promote flocculation of small, suspended particles, oil, and other insoluble materials. Small air bubbles are then introduced into the water to encourage these materials to float so they can be separated out. The system featured a holding capacity of 20,000 gallons of raw water and 30,000 gallons of treated water. The treated water was analyzed prior to being reinjected into the subsurface. The treatment system operated for over nine years, treating approximately 51.5 million gallons of groundwater but removing only an estimated 31 pounds of VOCs (CDM, November 19, 2002). Periodic monitoring while the GET system was operational showed that VOC concentrations in groundwater were decreasing. In November 2002, the SARWQCB approved GET system shutdown on the basis that the size of the groundwater plume had been significantly reduced, VOC mass removal rates had reached asymptotic levels, and that further operation of the system was no longer technically feasible (CDM, March 5, 2003). As a condition for case closure, however, SARWQCB requested an investigation into the vertical extent of VOC contamination and that at least one year of post-remediation groundwater monitoring be conducted to document either stable or decreasing residual contamination trends. One deep zone groundwater monitoring well (Well TCM-18)was installed in January 2003 and was included in the quarterly, post-remediation groundwater monitoring program. The final groundwater monitoring event was conducted in October 2003. Groundwater analytical results were as follows (CDM, January 30, 2004): VOCs in Groundwater as of October 2003 (Units are µg/L) WellID MTBE I 1,1-DCA 1,1-DCE c1,2-DCE TCE PCE 1,1,1-TCA Shallow Water-Bearing Zone TCM-3 8.2 6.4 6.8 40 20 34 TCM-4 3.6 3.0 4.4 4.9 11 14 2.8 TCM-7 3.0 37 3.0 T _VD<1.0 NL TCM-9 13 1.9 2.0 1.6 2.3 2.4 ND<1.0 TCM-11 1 5.6 1 4.7 )<1.0 ND-I.0 ND<1.0 NI' Deep Water-Bearing Zone TCM-18 1 26 1 5.2 1.0 ND<1.0 ND,1 ,. NIT)<1 0 Current Drinking Water Maximum Contaminant Levels(MCLs) California 13 5.0 6.0 6.0 5.0 5.0 200 Federal -- -- 7.0 7.0 5.0 5.0 200 As the post-remediation monitoring conducted through 2003 had demonstrated a trend of decreasing VOC concentrations and the deeper water-bearing zone had not been impacted by chlorinated VOCs, SARWQCB issued a closure or NFA letter for the case on April 27, 2004. A copy of the SARWQCB closure letter is included in Appendix G. The possible presence of 1,4-dioxane was not assessed during previous soil or groundwater investigations at the subject site. However, if present, areas that may have contained 1,4-dioxane would likely have been indirectly addressed through dilution by the extraction and reinjection that AvoCET- FNVIRONNIF.NTAL,INC. Phase I Environmental Site Assessment 14451 Myford Road Page 24 Tustin,California October 23,2019 were performed over the course of groundwater treatment activities. Regardless, 1,4-dioxane is not especially volatile and does not present a vapor intrusion risk. In addition, shallow groundwater beneath the site and the surrounding area is not used as a potable water supply, and previous investigation indicates that contaminants have not migrated vertically to deeper water- bearing zones. 5.1.12 Case Closure Activities, July— October 2004 Pursuant to SARWQCB's April 27,2004 NFA letter, CDM removed the GET system and,between July and October 2004, destroyed all of the onsite and offsite monitoring, extraction, and injection wells. CDM obtained well destruction permits from OCHCA for all 39 of the wells at and around the site. GET system removal included removal of the aboveground equipment, disconnection of the electrical service, disconnection and capping of the inlet and outlet water pipes, removal of fencing, removal of concrete curbs and access ramp, and backfilling and patching of the compound containment area (CDM, February 4, 2005). 5.2 REMOVAL OF TWO 12,000-GALLON FUEL USTS In November 2003, AT&T removed the 12,000-gallon gasoline and 12,000-gallon diesel USTS installed by Pacific Bell (Figure 3). Prior to removal of the USTS, a "backfill monitoring well" located adjacent to the USTS was sampled. The groundwater sample contained methyl tertiary butyl ether(MTBE) at 3.18 µg/L; however, TPH and benzene, toluene, ethylbenzene, and xylenes (BTEX) were not detected above laboratory reporting limits. The tanks were subsequently removed with oversight from the City of Tustin Fire Department. Upon removal, the tanks were inspected for holes and signs of leakage; however, none were observed. In addition, no soil discoloration or petroleum odors were observed during removal of the two USTS. Soil samples were collected from the excavation and from stockpiles generated from the removal activities; however, only trace concentrations of MTBE were detected in one sample collected from the base of the excavation. The results of the stockpile samples indicated that the stockpiled soil was clean and could be used to backfill the excavation (Shaw Environmental, Inc., February 2004). Based on the above, OCHCA determined that no further action was necessary and issued an NFA letter for the two fuel USTS(OCHCA,March 27,2006). A copy of the OCHCA closure letter is included in Appendix G. AvoCET n A FNIrIRONNIENTAL,INC. Phase I Environmental Site Assessment 14451 Myford Road Page 25 Tustin,California October 23,2019 6.0 ADJOINING AND NEARBY PROPERTIES This section summarizes a search by EDR of environmental databases and describes properties adjoining the subject site and selected nearby properties. The descriptions of adjoining and selected nearby properties are based on Avocet's observations from public rights-of-way, information included in EDR's report (Appendix F), and information available from the GeoTracker and EnviroStor websites maintained by CalEPA. 6.1 DATABASE LISTINGS EDR's search encompassed over 90 databases maintained by local, state, and federal government agencies, including all of the databases required to be searched per ASTM E1527-13 §8.2.1. The target property address of 14451 Myford Road was used for records search purposes. EDR's May 16, 2019 Radius Map Report with GeoCheck®, which is included in Appendix F, identifies multiple database listings for the site and for offsite properties within ASTM- recommended search radii. These listings are summarized in Table 1, but in the interest of providing a concise review and making relevant information more accessible, the following summaries focus on those database listings considered potentially relevant to the objectives of the subject Phase I ESA, specifically those pertaining to the subject site and to nearby properties with documented hazardous substance releases with the potential to have impacted the site. Other properties/database listings not considered indicative of a hazardous substance release, database listings for hydraulically downgradient properties, and database listings with "Completed — Case Closed" status have generally been screened out. It is noted in this regard that inclusion in certain of the databases searched by EDR is not, in and of itself, an indication that hazardous substances have been released or that the subsurface beneath the properties is contaminated. For example, inclusion in the HAZNET or similar databases indicates that a facility generates hazardous waste but the generator is following the proper manifest procedures. Similarly, the fact that USTs or ASTs are or were operated at a property and were registered with the state is not, in and of itself, of concern unless the tanks(s) had leaked, in which case the property should be included in other databases. 6.2 TARGET PROPERTY LISTINGS Database listings for the subject site, complete with typographical errors, were as follows: .. FNIrIRONNIENTAL,INC. Phase I Environmental Site Assessment 14451 Myford Road Page 26 Tustin,California October 23,2019 Address Company Database Comment 14451 Smith Ind. FINDS Pertains to the site's listing in other government Myford (Tungston-Carbide) databases Road RGA LUST, Pertains to the removal of former USTs and subsequent LUST groundwater remediation Smith International HAZNET Pertains to the storage and treatment via incineration of organic solids with halogens GW Cleanup- FINDS Pertains to the site's listing in other government Tustinnamyford databases CIWQS Pertains to SARWQCB management of impacted groundwater at the site Pacific Bell HAZNET Pertains to the storage,transport,and/or treatment of oil-containing waste and batteries UST, SWEEPS pertains to the fuel USTs formerly permitted at the site UST RCRA-SQG, Pertains to the generation of hazardous waste FINDS,ECHO LUST, CA FID UST,EMI, Pertains to the removal of former USTs and clarifiers HIST and subsequent investigation/remediation CORTESE Smith LUST, CERS Pertains to the removal of former USTs and clarifiers Tool/Tungston HAZ WASTE and subsequent investigation/remediation Carbide Orange Co. Ind. Pertains to the regulation of hazardous materials and Site, CERS wastes generated at the site Tungston-Carbide RGA LUST Pertains to the removal of former USTs and subsequent roundwater remediation AT&T California FINDS Pertains to the site's listing in other government databases In brief, the target property listings summarized above are consistent with Avocet's understanding of the site's history and none suggest site conditions beyond those documented elsewhere in this report. 6.3 ADJOINING PROPERTIES TO THE NORTH The site is bounded to the north by Young's Market Company at 14402 Franklin Avenue, Young's Market Company Express at 14352 Franklin Avenue, and a multi-tenant commercial building at 14351 Myford Road. In brief, the 14402 Franklin Avenue address is not listed in any of the databases searched by EDR. The 14352 Franklin Avenue address is listed in the RCRA-SQG database for the generation of hazardous wastes under a business called Heads Up Industries. Neither of these addresses is featured on the EnviroStor or GeoTracker websites maintained by CalEPA. Absent additional information, there is no reason to believe that operations at these properties are likely to have impacted the subject site. n. FNIrIRONNIENTAL,INC. Phase I Environmental Site Assessment 14451 Myford Road Page 27 Tustin,California October 23,2019 The 14351 Myford Road address is listed in the RCRA-SQG, CA FID UST, HIST UST, ENVIROSTOR, UST, and SWEEPS UST databases under Texas Instruments and SSI. Avocet personnel are familiar with this property and note that SSI, the original owner, was acquired by TDK and, later, Texas Instruments. In brief, SSI manufactured silicon wafers at the site, and rinse water from the"wafer fab"was routed to a UST in a concrete vault outside the southeast corner of the building. The rinse water contained trace concentrations of primarily alcohols and aromatic VOCs and was periodically disposed of offsite when the USTs became full. The UST was overfilled at least once; however, the spilled rinse water was contained in the concrete secondary containment vault. Nevertheless, SSI conducted soil and groundwater investigations around the vault and also replaced the original UST with a double-walled UST and double-walled piping. Groundwater was investigated, with oversight from OCHCA, and contained trace concentrations of mostly aromatic VOCs; however, remediation was not warranted and SSI eventually removed the UST and the secondary containment vault. In the context of the above, the RCRA-SQG listing refers to the generation of spent nonhalogenated and halogenated solvents at the site. The UST listings are thought to pertain to the original and replacement USTs. The HIST UST listing is consistent with the USTs having been removed. The ENVIROSTOR listing pertains to an apparent need for site evaluation; however, no additional information is available. Based on Avocet's past involvement at the SSI site, there was never a suggestion that aromatic VOCs in groundwater around the former SSI UST vault had migrated beyond the immediate vicinity. Certainly, monitoring data from TCM's hydraulically upgradient wells did not indicate that the minor release at the former SSI property had migrated toward the subject site. As noted elsewhere in this report, however, chlorinated VOCs attributed to releases at the subject site migrated to the south and impacted a second former SSI property at 14511 Myford Road (Figure 2). 6.4 ADJOINING PROPERTIES TO THE SOUTH The site is bounded to the south by three large commercial buildings. These buildings, from west to east, include the addresses 2741 Walnut Avenue, 2761 Walnut Avenue, and 14511 Myford Road. The address at 2741 Walnut Avenue is not listed in any of the databases searched by EDR, nor was it featured on the GeoTracker or EnviroStor websites. Absent additional information, there is no reason to believe that operations at this property are likely to have impacted the subject site. The property at 2761 Walnut Avenue is occupied by Trelleborg Sealing Solutions Tustin,Inc. The company supplies sealing materials, including O-rings, hydraulic seals, oil seals, and pneumatic seals. The 2761 Walnut Avenue address is listed in the CERS HAZ WASTE and RCRA-LQG databases for its generation of hazardous wastes, including solids contaminated with hormones and antibiotics and VOCs such as acetone,xylenes, and isopropanol. The database listings indicate minor violations and summaries of various inspection activities by regulators; however, there are no indications of documented hazardous substance releases. Since hazardous-waste-related database listings do not, in and of themselves, indicate that a hazardous substance release has occurred, and as the address does not feature on the GeoTracker or EnviroStor websites, there is no reason to believe that operations at this property are likely to have impacted the subject site. n. FNIrIRONMENTAL,INC. Phase I Environmental Site Assessment 14451 Myford Road Page 28 Tustin,California October 23,2019 The property at 14511 Myford Road, which is currently occupied by New American Funding, is listed in the RCRA-LQG database under Myford Partners, which leased the property to SSI and, later, Texas Instruments. The listing indicates that hazardous waste, specifically"ignitable waste," is or was generated at the property; however, no related violations have been documented. As indicate previously, listing in the RCRA-LQG database does not, in and of itself, indicate a hazardous substance release has occurred. Absent additional information, there is no reason to believe that operations at this property are likely to have impacted the subject site. As noted elsewhere in this report,however,the reverse is true in that chlorinated VOCs attributed to releases at the subject site migrated to the south and impacted the former SSI property at 14511 Myford Road. 6.5 ADJOINING PROPERTIES TO THE EAST The site is bounded to the east by Myford Road, across which are additional commercial properties. From north to south, these properties include Access Lighting Corporation at 14410 Myford Road and N2 Imaging Systems at 14430 Myford Road. Access Lighting Corporation manufactures lighting products for both indoor and outdoor household uses. The company itself is not listed in any of the databases searched by EDR; however, the address of 14410 Myford Road is listed in the RCRA-SQG database under Unisen, Inc. N2 Imaging Systems produces various equipment for military use, such as weapons sights and night vision systems. The property is listed in the CERS HAZ WASTE database, indicating hazardous wastes are generated on the property, including oxygenated solvents, and laboratory waste chemicals. Neither of the businesses described are featured on the GeoTracker or EnviroStor websites. Absent additional information, there is no reason to believe that operations at these east-adjoining properties are likely to have impacted the subject site. 6.6 ADJOINING PROPERTIES TO THE WEST The site is bordered to the west by a complex of four commercial buildings, two of which directly adjoin the western boundary of the subject site. The two directly adjoining buildings are at 14452 Franklin Avenue and 2681 Walnut Avenue. The address at 14452 Franklin Avenue is listed in the AST and CERS TANKS databases. According to the database listing, Level Communications (now Centurylink), which provides software, internet, and networking services, operates a 1,320-gallon AST on the property for petroleum storage. The AST is reportedly inspected on a regular basis by OCHCA and there do not appear to have been any documented spills. Absent any information to the contrary, the operation of an AST at the property does not indicate, in and of itself, that a hazardous substance release has occurred and there is no reason to believe that operations at 14452 Franklin Avenue are likely to have impacted the subject site. The property at 2681 Walnut Avenue is listed in the HIST CORTESE, LUST, UST, and CERS databases and is featured on the GeoTracker website. A former tenant, Consolidated Beverage Distribution, reportedly operated two 6,000 USTs for diesel fuel and gasoline, which leaked and impacted soil and groundwater. In 1990, the diesel UST was removed and impacted soil was identified beneath the tank and associated product dispenser. Soil samples collected beneath the diesel UST identified gasoline-range organics in addition to diesel-range organics, which led to the removal of the gasoline UST. Impacted soil was reportedly removed from the tank pits, under n. FNIrIRONMENTAL,INC. Phase I Environmental Site Assessment 14451 Myford Road Page 29 Tustin,California October 23,2019 the oversight of OCHCA, until confirmatory samples contained concentrations of BTEX and TPH below recommended action levels (Advanced Environmental Concepts, Inc. [AEC], January 1991). In November 1990, a soil and groundwater assessment was conducted in the vicinity of the former USTs to assess the extent of the impacts. Specifically, three borings were advanced to 25 feet bgs, using a hollow-stem auger drill rig, and completed as groundwater monitoring wells, Wells MW- 1, MW-2, and MW-3. Initial sampling of Well MW-2, the closest to the subject site, indicated a detectable concentration of toluene at 18 µg/L, which was well below the drinking water MCL (AEC, January 1991). Groundwater monitoring was conducted over the next year, with the most recent monitoring event, in November 1991, indicating nondetectable concentrations for all contaminants(AEC,December 13, 1991). Based on the nondetectable concentrations, site closure was recommended and was granted, according the GeoTracker website, on December 18, 1991. The available documentation indicates that the impacts attributable to the former USTs were relatively minor, did not migrate offsite, and appear to have naturally attenuated. Based on the above, it is unlikely the release from the former Consolidated Beverage USTs has impacted the subject site. 6.7 OFFSITE PROPERTIES Based on readily available information, the following offsite properties are considered potentially relevant for Phase I ESA purposes. 6.7.1 Schick Moving and Storage, 2721 Michelle Drive Schick Moving and Storage(Schick), located approximately 0.4 mile north-northeast of the site at 2721 Michelle Drive, reportedly removed one 10,000-gallon gasoline, two 10,000-gallon diesel, one 550-gallon waste oil, and one 550-gallon new oil USTs in December 1996 from the southern portion of the property under the oversight of OCHCA and OCFA. Visual observations of impacts were made during the tank removal and the presence of groundwater was noted in the tank excavations. Soil samples collected during the excavation contained elevated concentrations of benzene and MTBE, and based on these results, OCHCA opened a cleanup case. Impacted soil was subsequently removed in January 1997 from the former UST location and the excavation was backfilled with clean material. The original tanks were replaced with one 20,000-gallon diesel UST and two 550-gallon oil USTs; however, the locations of these USTs are not clear (OCHCA, August 7, 2006). Four groundwater monitoring wells (Wells WI through W4)were installed after the excavation of impacted soil to monitor groundwater conditions at the property. Subsequent sampling of three of the wells (Wells WI, W3, and W4) indicated the presence of TPH in the gasoline range, MTBE, and benzene in groundwater, which was measured at between 11 and 13 feet bgs. OCHCA requested additional sampling to delineate the extent of the MTBE impact in groundwater. In February 1998, six Hydropunch borings were advanced to 20 feet bgs around the perimeter of the former UST area. Benzene, ethylbenzene, xylenes, and MTBE were detected in Hydropunch groundwater grab samples at concentrations up to 250, 1,000, 930, and 290 µg/L, respectively. In addition, groundwater samples from Wells W1 and W3 contained MTBE concentrations at AvoCET n. FNVIRONNIENTAL,INC. Phase I Environmental Site Assessment 14451 Myford Road Page 30 Tustin,California October 23,2019 340 and 1,300 µg/L,respectively. Based on the results of this sampling, OCHCA requested further investigation and expressed a lack of confidence in the integrity of the existing monitoring wells, as they did not conform to California well construction standards. OCHCA required that the nonconforming wells be destroyed and replaced with three new groundwater monitoring wells. In response, Wells MW-5, MW-6, and MW-7 were installed to the southwest, north, and east of the former UST pit, respectively, and the four original wells were destroyed in 2002 (OCHCA, August 7, 2006). Additional site assessment was conducted in November 2005 to further delineate impacts to groundwater downgradient of Well MW-5. In brief, four direct-push borings were advanced to the west, northwest, southeast, and southwest of Well MW-5 and grab groundwater samples were collected. No fuel-related contaminants were detected in the grab groundwater samples (The Reynolds Group [Reynolds], December 15, 2005). Wells MW-5, MW-6, and MW-7 were last sampled in January 2006. The groundwater results indicated that MTBE was present in downgradient Well MW-5 at a concentration of 125.9 µg/L(Reynolds,February 10, 2006). Based on these concentrations and the results of the direct-push investigation in 2005, OCHCA determined that contaminants in groundwater were adequately delineated and that concentrations were low enough to meet California's "low threat closure policy" criteria and closed the case (OCHCA, August 7, 2006). Considering the intervening distance between the Schick property and the subject site, and the relatively low concentrations of fuel-related contaminants in groundwater beneath the Schick property, it is unlikely that the release at the Schick property has impacted the subject site. Avocet notes, however, that Schick apparently still operates USTs at the property. 6.7.2 Former Shipley Company,LLC,2631 Michelle Drive The former Shipley Company, LLC (Shipley) facility at 2631 Michelle Drive is located approximately 0.43 mile north of the subject site. The facility has been used for research and development of specialty electronic materials and for the distribution of products manufactured at another Shipley facility. The facility reportedly operated as a RCRA-permitted hazardous waste storage and treatment facility from the early 1990s to the early 2000s. In 2001, four areas of the property were sampled in connection with their closure as Permit-by-Rule regulated waste treatment and/or storage units. Based on the results of this investigation, which identified subsurface impacts connected with the former area usages, OCHCA referred the site to the DTSC for further review. DTSC identified ten areas at the property that required further investigation, including several underground features such as a clarifier, diesel UST, spill containment system, underground drain pipe and drainage system, and underground piping associated with a former UST that contained methyl ethyl ketone(MEK). Aboveground items included drum storage areas and various use areas within the buildings at the site. In 2003, a Preliminary Endangerment Assessment was conducted to evaluate the nature and extent of contamination in soil and/or groundwater beneath the property. In brief, soil samples were collected at 68 locations and low concentrations of several VOCs, including acetone, MEK, and BTEX, were detected in in the upper 5 feet. Groundwater grab samples were collected at nine locations throughout the property; however, no VOCs were detected, with the exception of one detection of acetone (URS, April 30, n. FNIrIRONNIF.NTAL,INC. Phase I Environmental Site Assessment 14451 Myford Road Page 31 Tustin,California October 23,2019 2003). The VOC concentrations in shallow soil beneath the property were determined to be elevated enough to pose a significant risk to potential sensitive receptors such that the property was placed under a Land Use Covenant(LUC)in 2004. Under the LUC, the property is restricted to commercial/industrial use based on the VOCs detected in shallow soil (Shipley Company,LLC, February 2, 2004). Considering the intervening distance and that no significant VOC concentrations were reported in groundwater, it is unlikely that operations at the Shipley property have impacted the subject site. n. RNVIRONNIENTAL,INC. Phase I Environmental Site Assessment 14451 Myford Road Page 32 Tustin,California October 23,2019 7.0 CONCLUSIONS This section presents the conclusions of the Phase I ESA for the subj ect site in terms of sequentially numbered RECs, CRECs, HRECs, and Offs. 7.1 RECOGNIZED ENVIRONMENTAL CONDITIONS (RECS) ASTM (2013) defines RECs as: ". . . the presence or likely presence of any hazardous substances or petroleum products in, on, or at a property: (1) due to release to the environment; (2) under conditions indicative ofa release to the environment;or(3) under conditions that pose a material threat of a future release to the environment. De minimis conditions are not recognized environmental conditions. " ASTM (2013) goes on to define de minimis as: ". . . a condition that generally does not present a threat to human health or the environment and that generally would not be the subject of an enforcement action if brought to the attention of appropriate governmental agencies. " Based on the subject Phase I ESA, Avocet has identified one REC at the site, as follows: • REC I — VOCs in Soil Vapor. TCM made a concerted effort to investigate and remediate TPH and VOCs in soil and groundwater, attributed to releases from the former waste oil UST and wastewater clarifiers, pursuant to which both OCHCA and SARWQCB issued NFA letters. However, it does not appear that soil vapor beneath the site was evaluated for the possible presence of VOCs. Avocet notes that although OCHCA modeled vapor intrusion into the existing building in 1995, it used soil vapor VOC concentrations estimated from VOC concentrations in soil and groundwater, and since then, guidance on vapor intrusion and permissible indoor air VOC concentrations have become significantly more conservative. As such, and despite the OCHCA and SARWQCB NFA letters, Avocet considers the likely presence of residual VOCs in soil vapor a REC. 7.2 CONTROLLED RECs (CRECs) ASTM (2013) defines CRECs as: ". . . resulting from a past release of hazardous substances or petroleum products that has been addressed to the satisfaction of the applicable regulatory authority (for example, as evidenced by the issuance of a no further action letter or equivalent, or meeting risk-based criteria established by regulatory authority), with hazardous substances or petroleum products allowed to remain in place subject to the implementation of required controls (for example, property use restrictions, activity and use limitations, institutional controls, or engineering controls). " AvoCET A FNIrIRONNIF.NTAL,INC. Phase I Environmental Site Assessment 14451 Myford Road Page 33 Tustin,California October 23,2019 Based on the subject Phase I ESA, Avocet has not identified any CRECs at the site. 7.3 HISTORICAL RECS (HRECS) ASTM (2013) defines HRECS as: ". . . a past release of any hazardous substances or petroleum products that has occurred in connection with the property and has been addressed to the satisfaction of the applicable regulatory authority or meeting unrestricted use criteria established by a regulatory authority, without subjecting the property to any required controls(for example,property use restrictions, activity and use limitations, institutional controls, or engineering controls). " Based on the subj ect Phase I ESA, Avocet has identified two HRECS at the subj ect site, as follows. To minimize possible confusion, the REC and HREC identification numbers are sequential. • HREC 2 — Former TCM UST and Clarifiers. A 300-gallon UST and two wastewater clarifiers operated by TCM outside the southwest wall of the building were permanently removed and related TPH and VOC impacts to soil and groundwater were comprehensively investigated. Soil impacts were addressed by open excavation and in-situ treatment, pursuant to which OCHCA issued an NFA letter, although some residual soil contamination was inaccessible and was left in place. VOCs in groundwater were addressed via a GET system that involved extraction, treatment, and reinjection. The GET system significantly mitigated the onsite and offsite plume, although VOC concentrations in groundwater were still above drinking water MCLS a year after the GET system was shut down. After TCM demonstrated that a deeper water-bearing zone had not been impacted by chlorinated VOCs, the SARWQCB issued an NFA letter for groundwater. It is noted that the presence of 1,4-dioxane was not addressed during previous investigations at the subject site related to soil or groundwater. However, if 1,4- dioxane has historically been present in the subsurface, it would likely have been indirectly addressed through dilution by the extraction and reinjection activities performed over the course of groundwater treatment activities. Regardless, 1,4- dioxane is not especially volatile, and does not present a vapor intrusion risk. In addition, shallow groundwater beneath the site and the surrounding area is not used as a potable water supply. Based on the OCHCA and SARWQCB NFA letters, and although residual soil and groundwater impacts are likely still present, the former UST and wastewater clarifiers are considered an HREC. Residual soil contamination should be addressed via a Soil Management Plan (SMP) during future redevelopment activities. • HREC 3—Former AT&T Fuel USTs. AT&T removed two 12,000-gallon USTs, one for gasoline and one for diesel fuel, installed by its predecessor, Pacific Bell, outside the northeast wall of the building. Upon removal, the USTs were observed to be in good condition, no odors or other indications of leakage were noted, and confirmation soil samples from the tank excavation indicated the USTs had not n. FNVIRONNIF.NTAL,INC. Phase I Environmental Site Assessment 14451 Myford Road Page 34 Tustin,California October 23,2019 leaked. Pursuant to the above, OCHCA issued an NFA letter and the two former fuel USTs are considered an HREC with little potential for residual contaminants in the vadose zone or in groundwater. 7.4 OTHER ENVIRONMENTAL FEATURES (OEFS) Offs are environmental conditions that do not meet the ASTM definition of a REC, CREC, or HREC,but which warrant mention in the context of acquiring and redeveloping the site or a portion thereof. Offs do not necessarily require any action to address their presence or condition but are identified for the sake of thoroughness and completeness. Based on the subject Phase I ESA, Avocet identified eight Offs at the site as follows. To minimize possible confusion, the REC, HREC, and OEF identification numbers are sequential. • OEF 4 — Site-Wide POL Use. Petroleum, oil and lubricants (POLs) have been used throughout the southeastern portion of the site since it was developed in 1976, first by TCM and Smith and later by Pacific Bell and AT&T. The AT&T maintenance bay currently features drums of used and fresh motor oil, transmission fluid, and coolant. Drums and smaller storage containers are stored both with and without secondary containment. Staining was observed during Avocet's walkover survey throughout the interior of the maintenance bay,which suggests that periodic, de minimis surface spills have occurred. There are no indications of larger or more significant spills and none of the surfaces in the vicinity of these areas are unpaved. • OEF 5—Pad-Mounted Transformers. The subject site features two pad-mounted electrical transformers, one in the southeastern portion of the site and the second in the northeastern corner. Some staining was noted on the floor around the transformer in the southeastern corner of the site. Both transformers are owned by SCE and it is not known whether they contain or have contained PCBs. • OEF 6 — ACMs and LBP. The building at the site predates the restrictions on using asbestos-containing materials (ACMs) and lead-based paint and coatings (LBP) in construction. Avocet personnel did not observe any obvious hazardous conditions, such as damaged and friable ACMs or damaged paint, but recommends pre-demolition surveys and, if necessary, abatement for ACMs, LBP, and other potentially hazardous building materials prior to general building demolition. • OEF 7 — ASTs. Three ASTs were observed at the subject site during Avocet's walkover survey. These included a 250-gallon motor oil AST and a 120-gallon transmission fluid AST located inside the vehicle maintenance bay and a 250-gallon waste oil AST located outside the maintenance bay to the north of the building. All of the ASTs appeared to be in relatively good condition,with no signs of significant leakage, although minor staining consistent with de minimis spills was observed on the surrounding pavement. n. FNVIRONNIENTAL,INC. Phase I Environmental Site Assessment 14451 Myford Road Page 35 Tustin,California October 23,2019 • OEF 8 —Inactive Vehicle Wash Bay and Water Recycler. An inactive vehicle wash bay, consisting of a canopy over a wash slab with a central floor drain, is located outside the southwest wall of the AT&T building. When it was in use, washwater reportedly drained to an adjacent water recycling system, where it was treated onsite, temporarily stored in a 350-gallon tank, and then reused. • OEF 9 —Non-Spillable Batteries. Non-spillable batteries are used on various AT&T j obsites, and both new and used batteries are stored at the subject site. Spent batteries are typically stored on plastic secondary containment units, in 55-gallon drums, or inside storage containers, including one located outside the vehicle maintenance bay. Acid spill kits were located near each of the battery storage areas at the facility. Avocet did not observe leakage from any of the batteries or evidence of past releases, such as etched concrete from acid erosion. • OEF 10—Floor Drains. Floor drains throughout the AT&T building are believed to be connected to the sanitary sewer system. Some of the floor drains are in areas where potentially hazardous substances are stored and used, including in battery storage areas and in the vehicle maintenance bay. Hazardous substances are not known to have been discharged to the floor drain system, but such discharges cannot be ruled out. • OEF 11 — In-Ground Hydraulic Vehicle Lifts. The AT&T maintenance bay features two in-ground hydraulic vehicle lifts that may date back to the beginning of Pacific Bell's occupancy in the late 1980s. Hydraulic fluid can leak from such lifts via the in-ground pistons, the associated hydraulic fluid reservoir tanks, and/or the interconnecting piping. If impacted soil is discovered during the removal of the lifts, it should be managed in accordance with the site-specific SMP. 7.5 VAPOR INTRUSION/VAPOR ENCROACHMENT As part of the Phase I ESA, Avocet evaluated the potential presence of vapor intrusion conditions (VICs) and/or vapor encroachment conditions (VECs) at the subject site. A VIC can occur if VOCs are present in the vadose zone or in groundwater beneath a property at concentrations such that vapor could intrude into, and accumulate in, an overlying structure at concentrations hazardous to human health. A VEC can occur if VOCs from an offsite source migrate beneath a property. While there were a couple of cases in the general vicinity that involved VOC impacts to the subsurface, none were in close enough proximity to warrant a potential VEC risk. However, residual VOC contamination is present in both soil and shallow groundwater beneath the site, and although no soil vapor assessment is known to have been conducted, a VIC likely exists at the site. 7.6 RECOMMENDATIONS Based on the above, Avocet recommends performing the following activities at the site in conjunction with any redevelopment activities: n. FNIrIRONNIENTAL,INC. Phase I Environmental Site Assessment 14451 Myford Road Page 36 Tustin,California October 23,2019 • Prepare an SMP to govern how soil disturbed during redevelopment should be characterized and managed. In brief, Avocet recommends that the SMP require that obviously stained and/or odorous soil disturbed during redevelopment be characterized and managed as appropriate. The SMP should clearly indicate the criteria that will be used to determine whether disturbed soil can be reused onsite or must be transported offsite for disposal or recycling. The same or more conservative criteria might also be appropriate for evaluating soil, if any, to be imported to the site for redevelopment grading purposes. The SMP should also address confirmation soil sampling requirements, should obviously impacted soil be encountered and removed during site redevelopment. • Subsurface investigation has not been conducted in the vicinity of the two in- ground hydraulic lifts located inside the AT&T vehicle maintenance bay. Considering the age of the lifts, the potential for leaking over the years cannot be ruled out. Upon removal of the lifts during redevelopment activities, inspections should be made with respect to the condition of the in-ground pistons, hydraulic fluid reservoir, and any associated subsurface piping. In addition, observations of stained or odorous soil should be noted. Any visually impacted soil observed during the removal of the lifts should be handled in accordance with a site-specific SMP. Confirmation soil samples should be collected from beneath the in-ground lifts upon their removal and analyzed to assess potential impacts to the subsurface, prior to backfilling. • Due to the documented presence of residual VOC contamination in soil and shallow groundwater beneath the site, it is likely that VOCs are also present in soil vapor. To prevent potential accumulation of VOC vapors in indoor air, Avocet recommends that vapor barriers be installed beneath any future buildings as a mitigation measure. Respectfully submitted, �oQ�DFESSlONq! AVOCET ENVIRONMENTAL, INC. Q.�,��-�P A4/ZLU rn C 42600 Philip Miller, P.E. �-� s� CIVI\- Principal 9rF 0 CP, \F" Signed and se ctober 23, 2019 AvoCET "�� RNVIRONNIENTAL,INC. Phase I Environmental Site Assessment 14451 Myford Road Page 37 Tustin,California October 23,2019 REFERENCES Advanced Environmental Concepts, Inc. (AEC), January 1991, "Soil and Groundwater Assessment for Consolidated Beverage, 2681 Walnut Avenue, County of Orange, Tustin, California." Advanced Environmental Concepts, Inc. (AEC), December 13, 1991, "Third Quarterly Groundwater Sampling Report for Consolidated Beverage Distributors, 2681 Walnut Avenue, Tustin, California." Allied Industrial Services, Inc. (Allied), September 30, 1986, "Proposal for Site Assessment at Tungsten Carbide Manufacturing 14451 Myford Road, Tustin, CA 92681." Allied Industrial Services, Inc. (Allied), November 4, 1986, "Soil Analysis Report at Tungsten Carbide Manufacturing, Tustin, CA 92681." ASTM International, 2013, "Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process," ASTM El 527-13. BCL Associates, Inc. (BCL), September 1988, "A Report on the Findings of a Remedial Investigation and the Final Closure Plan for the East and West Pits at the TCM Site in Tustin, California." BCL Associates, Inc. (BCL), April 1989, "A Report on the Completion of the Work Plan for Groundwater Studies at the Tungsten Carbide Manufacturing Site in Tustin, California." California Department of Natural Resources,Division of Oil and Gas(DOGGR),August 10, 1949, "Report of Well Abandonment, Irvine 63-1." California Department of Public Health (CDPH), February 2016, "California Indoor Radon Test Results". California Division of Oil, Gas, and Geothermal Resources(DOGGR), May 20, 2019,Well Finder at http://maps.conservation.ca.gov/doer/index.html California Regional Water Quality Control Board, Santa Ana Region (SARWQCB), April 27, 2004, "Closure of Underground Storage Tank Case, Smith Tool Tungsten Carbide Manufacturing, 14451 Myford Road, Tustin, California 92606." Camp Dresser& McKee, Inc. (CDM), May 1991, "Final Remedial Action Plan for Groundwater at the Tungsten Carbide Manufacturing Site, 14451 Myford Road, Tustin, CA." Camp Dresser& McKee, Inc. (CDM), June 6, 1997, "Report of Soil Sampling, Smith Tool TCM Site— Tustin, California." AvoCET �',� I.XVIRONNIENTAL,INC. Phase I Environmental Site Assessment 14451 Myford Road Page 38 Tustin,California October 23,2019 Camp Dresser & McKee, Inc. (CDM), August 27, 1998, "Workplan for Additional Soil Investigation,Former Smith Tool Tungsten Carbide Manufacturing(TCM), 14451 Myford Road, Tustin, California." Camp Dresser& McKee, Inc. (CDM), August 6, 2002, "Source Removal Action Closure Report, Smith International Inc., Former Smith Tool TCM Facility, Tustin, California." Camp Dresser&McKee,Inc. (CDM),November 19,2002, "Smith Tustin Summary, Groundwater Remediation System Operations." Camp Dresser&McKee, Inc. (CDM),March 5, 2003, "Deep Zone Groundwater Investigation and Quarterly Groundwater Monitoring Report—January 2003, Smith Tool TCM Site, Tustin, California." Camp Dresser & McKee, Inc. (CDM), January 30, 2004, "Quarterly Groundwater Monitoring Report—October 2003." Camp Dresser & McKee, Inc. (CDM), February 4, 2005, "Documentation of Closure Activities for the Former Smith Tool Tungsten Carbide Manufacturing, 14451 Myford Road, Tustin, California." Orange County Health Care Agency (OCHCA),February 23, 1995, "Case Closure and Referral to Regional Water Quality Control Board, Tungsten Carbide Facility, 14451 Myford Road, Tustin, CA 92680." Orange County Health Care Agency (OCHCA), March 27, 2006, "Completion of Tank Removal Project, SBC Facility, 14451 Myford Road, Tustin, CA." Orange County Health Care Agency (OCHCA), August 7, 2006, "Case Closure Summary, Leaking Underground Fuel Tank Program, Schick Moving & Storage." Reynolds Group, The (Reynolds), December 15, 2005, "Soils and Groundwater Investigation Report, Schick Moving & Storage, 2721 Michelle Drive, Tustin, California." Reynolds Group, The (Reynolds), February 10, 2006, "Schick Moving & Storage, Groundwater Monitoring and Status Report, January —2006." Shaw Environmental, Inc., February 2004, "Underground Storage Tank Removal Report, SBC Facility, 14451 Myford Road, Tustin, California." Shipley Company, LLC,February 2, 2004, "Covenant to Restrict Use of Property, Environmental Restriction, Shipley Company, LLC., Tustin, California." Smith International, Inc., December 6, 1988, "Smith International, Inc. (SII), DBA Tungsten Carbide Mfg. (TCM), File No: C00061180." AvoCET n. RNIrIRONMENTAL,INC. Phase I Environmental Site Assessment 14451 Myford Road Page 39 Tustin,California October 23,2019 Terracon Consultants, Inc., April 11, 2019, "Phase I Environmental Site Assessment, AT&T: Myford Road, 14451 Myford Road, Tustin, Orange County, California." Traverse Group, The, Inc. (Traverse), May 18, 1987, "Update on Status of the Contamination Assessment at the Tungsten Carbide Manufacturing Plant in Tustin, CA." Traverse Group, The, Inc. (Traverse)., October 5, 1987, "Assessment of Groundwater Contamination for Smith International, 14451 Myford Road, Tustin, California 92680." Traverse Group, The, Inc. (Traverse), January 29, 1988, "Status Report on the Groundwater Contamination Mitigation Project for Smith International, Corp., Irvine, CA." Tustin, City of, February 12, 1976, "Certificate of Use and Occupancy, Tungsten Carbide Manufacturing Plant and Office." URS, April 30, 2003, "Preliminary Endangerment Assessment Report, Former Shipley Facility, 2631 Michelle Drive, Tustin, California." U.S. Environmental Protection Agency (EPA), 2016, "Map of Radon Zones in California based on Environmental Protection Agency (EPA) data," http://www.ciiy-data.com/radon- zones/California/California.html n. RNIrIRONNIENTAL,INC. Tables •NAvoCET >:N VIRONNIENTAL,INC. E. 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Outdoor storage and fleet vehicle parking in northern portion of the site(06/11/2019). i4 CORROSIVE J, smOKING i A-2. Battery storage container outside the vehicle maintenance bay(06/11/2019). . AvoCET E%V1Ki)NNJrNTA L.I N U _.. UZED ■ `� V �aOGAI CAP w lf, `;;; A-3. Waste oil AST located outside the vehicle maintenance bay(06/11/2019). AL i A-4. Loading dock located in the northwestern corner of the building(06/11/2019). = 'AvoCET <r � r•.ti�iu�a��tr;�rpt. tsc r A-5. Transformer located in the southeastern portion of the site(06/11/2019). t ti � r A-6. Inactive wash bay and water recycling system(06/11/2019). .L Ivo C E 1 — _ A-7. Water chillers located along the southern wall of the AT&T building(06/11/2019). iYi h;L w, v s� 1 A-8. Structures for training AT&T employees inside warehouse(06/11/2019). �^�AvoCET utif, J tz, i »i A-9. Equipment and parts storage inside one of the equipment cages in the warehouse (06/11/2019). PP A-10. Storage of corrosion wash and spray paint inside equipment cage in the warehouse (06/11/2019). AvoCET �� ~14 1;A ll0)N.%JrN Al..INC i C'ARGBGA.RiF. S,[yNER�.a I "..� BECYCIINYi TRASH �$ s A-11. Vertical baler located in the waste storage area inside the warehouse(06/11/2019). I A-12. Universal waste drum and acid spill kit in the waste storage area inside the warehouse (06/11/2019). AvoCET Irr LN VIK')N%]rN'J'AL.»c ^� } %> I,'' » ƒ Y \� \ t \ � A-13. Drums&#e! J"hazardous waste"in the waste storage area(06/11/2019). 7 \ 7�� < � . . . — . . . . x ® � � : . . z..5 } . ^ EMPTY : A-14. Drums locate on the ground inside±c»ates! G7 area @6/119019). a �Avo C E T » . Ey,wwxrvnr ar 'v _n a � r r - A-15. Non-spillable batteries in the waste storage area inside the warehouse(06/11/2019). s -t A-16. Used batteries in the battery storage inside the warehouse(06/11/2019). �,^�AvoCET A-17. Floor drain inside the battery storage area in the warehouse(06/11/2019). i A-18. Boxes stacked in the shipping area of the warehouse(06/11/2019). = 'AvoCET <r � r•.ti�iu�a��tr;�rpt. tsc I ,1� P�el I i Yw � nil INA 1404P� V A-19. Classroom inside the AT&T building(06/11/2019). ,%Wow" -Popp H �� wm•, .( i—) i., # A, I s — A-20. Classroom inside the AT&T building(06/11/2019). = 'AvoCET <r � r•.ti�iva��tr;�rpt. tsc :x, r u ;r m A-21. In-ground hydraulic lifts in the vehicle maintenance bay(06/11/2019). 0t r (t, m� w� w i y 4i 11 1 A-22. Parts washer inside the vehicle maintenance bay(06/11/2019). = 'AvoCET <r � r•.ti�iva��tr;�rpt. tsc Eph in A-23. Drums of waste automotive fluids inside the vehicle maintenance bay(06/11/2019). r 1 t .y A-24. Floor drain inside the vehicle maintenance bay(06/11/2019). _r•AvoCET L% 110)NNJrNTnt,.INC Y tt s r a ui Raw V A-25. 250-gallon motor oil AST inside the lube room in the vehicle maintenance bay(06/11/2019). �y I k E� s f w i Nk, A-26. 120-gallon transmission fluid AST inside the lube room in the vehicle maintenance bay (06/11/2019). .r'%.L vo C E 1 Apppndix B EDR Historical Topo Map Report •NAvoCET q A P.NVIRONNIENTAL,INC. 14451 Myford Road 14451 Myford Road Tustin, CA 92780 Inquiry Number: 5655027.4 May 16, 2019 1 . 1 I 1 t1 . IR' I 1 with QuadMatch TM 6 Armstrong Road, 4th floor (rEDR� Shelton, CT 06484 Toll Free: 800.352.0050 www.edrnet.com EDR Historical Topo Map Report 05/16/19 Site Name: Client Name: 14451 Myford Road Avocet Environmental, Inc. 14451 Myford Road 1 Technology Drive Suite C515 CE DR` Tustin, CA 92780 Irvine, CA 92618-0000 EDR Inquiry# 5655027.4 Contact: Jessica Satterlee EDR Topographic Map Library has been searched by EDR and maps covering the target property location as provided by Avocet Environmental, Inc.were identified for the years listed below. EDR's Historical Topo Map Report is designed to assist professionals in evaluating potential liability on a target property resulting from past activities. EDRs Historical Topo Map Report includes a search of a collection of public and private color historical topographic maps, dating back to the late 1800s. Search Results: Coordinates: P.O.# 1623.001 Latitude: 33.71616 330 42' 58" North Project: NA Longitude: -117.804127 -1170 48' 15" West UTM Zone: Zone 11 North UTM X Meters: 425493.59 UTM Y Meters: 3730975.31 Elevation: 67.00' above sea level Maps Provided: 1896 1965 1901 1972 1902 1981 1932 2012 1935 1942 1948 1950 Disclaimer-Copyright and Trademark Notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources,Inc.It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources.NO WARRANTY EXPRESSED OR IMPLIED,IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT.ENVIRONMENTAL DATA RESOURCES,INC.SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES,INCLUDING WITHOUT LIMITATION,MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE.ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES,INC.BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS,NEGLIGENCE,ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING, WITHOUT LIMITATION,SPECIAL, INCIDENTAL,CONSEQUENTIAL,OR EXEMPLARY DAMAGES.ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES,INC.IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT.Purchaser accepts this Report"AS IS".Any analyses,estimates,ratings,environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only,and are not intended to provide,nor should they be interpreted as providing any facts regarding,or prediction or forecast of,any environmental risk for any property.Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally,the information provided in this Report is not to be construed as legal advice. Copyright 2019 by Environmental Data Resources, Inc.All rights reserved.Reproduction in any media or format,in whole or in part,of any report or map of Environmental Data Resources,Inc.,or its affiliates,is prohibited without prior written permission. EDR and its logos(including Sanborn and Sanborn Map)are trademarks of Environmental Data Resources,Inc.or its affiliates.All other trademarks used herein are the property of their respective owners. 5655027 - 4 page 2 Topo Sheet Key This EDR Topo Map Report is based upon the following USGS topographic map sheets. 1896 Source Sheets Santa Ana 1896 15-minute, 62500 1901 Source Sheets Santa Ana 1901 15-minute, 62500 1902 Source Sheets Corona 1902 30-minute, 125000 1932 Source Sheets Tustin 1932 7.5-minute, 31680 5655027 - 4 page 3 Topo Sheet Key This EDR Topo Map Report is based upon the following USGS topographic map sheets. 1935 Source Sheets Tustin 1935 7.5-minute, 31680 1942 Source Sheets SANTA ANA 1942 15-minute, 50000 1948 Source Sheets Tustin 1948 7.5-minute,24000 Aerial Photo Revised 1946 1950 Source Sheets Tustin 1950 7.5-minute,24000 Aerial Photo Revised 1946 5655027 - 4 page 4 Topo Sheet Key This EDR Topo Map Report is based upon the following USGS topographic map sheets. 1965 Source Sheets Tustin 1965 7.5-minute,24000 Aerial Photo Revised 1963 1972 Source Sheets Tustin 1972 7.5-minute,24000 Aerial Photo Revised 1972 1981 Source Sheets Tustin 1981 7.5-minute,24000 Aerial Photo Revised 1978 2012 Source Sheets Tustin 2012 7.5-minute,24000 5655027 - 4 page 5 (eEDW Historical Topo Map 1896 iy 40 1 �1Y , • �r r .1 J .e� r �4 This report includes information from the FEE following map sheet(s). 0 Miles 0.25 0.5 1 1.5 NW N NE TP,Santa Ana, 1896, 15-minute SITE NAME: 14451 Myford Road ADDRESS: 14451 Myford Road W Tustin, CA 92780 CLIENT: Avocet Environmental, Inc. N• SW S SE 5655027 - 4 page 6 Historical Topo Map 1901 i , f + 1 t i r,J � /or w� ,F 1 1 This report includes information from the FEE following map sheet(s). 0 Miles 0.25 0.5 1 1.5 NW N NE TP,Santa Ana, 1901, 15-minute SITE NAME: 14451 Myford Road ADDRESS: 14451 Myford Road W Tustin, CA 92780 CLIENT: Avocet Environmental, Inc. N• SW S SE 5655027 - 4 page 7 CEDW Historical Topo Map 1902 � « w w 4W lo 4 .�r 4. •'Aye + w",1l v a� ,.Y This report includes information from the FEE following map sheet(s). 0 Miles 0.25 0.5 1 1.5 NW N NE TP,Corona, 1902, 30-minute SITE NAME: 14451 Myford Road ADDRESS: 14451 Myford Road W Tustin, CA 92780 CLIENT: Avocet Environmental, Inc. N• SW S SE 5655027 - 4 page 8 CEDW Historical Topo Map 1932 .r Tv strip�f/' —. �• y ��� '—� Uion =j � � �• � `�� � �.w� rh Sch s a 0 14 71V AD A • �aP y \ �� ii � /� ~~� 43 a 3 \ a N s 4 4 v rl l i _ f'71�'p'`---_ -�-rr;..r+.4`_.._tea`A. i� ♦ 1 tc y ' _ t C.+ -p• .� d�'� moi- � f 1 4 I• /Yr, , . � �6j orn \ t / I OPO / I i � r 9 �y This report includes information from the FEE following map sheet(s). 0 Miles 0.25 0.5 1 1.5 NW N NE TP,Tustin, 1932,7.5-minute SITE NAME: 14451 Myford Road ADDRESS: 14451 Myford Road W Tustin, CA 92780 CLIENT: Avocet Environmental, Inc. N• SW S SE 5655027 - 4 page 9 CEDW Historical Topo Map 1935 ' 0.9 ';. : 011 . ,f s ' 04 CA AR ^/. 1 .f.: ',• .\� -.._� . -per s.1p0 / �,�� b� -. 75 ! o\ ' r /f \ / f. f \ ! 5 r�r � N% 7 Om \ ( r + f B M', !!f` 6B This report includes information from the following map sheet(s). 0 Miles 0.25 0.5 1 1.5 NW N NE TP,Tustin, 1935,7.5-minute SITE NAME: 14451 Myford Road ADDRESS: 14451 Myford Road W Tustin, CA 92780 CLIENT: Avocet Environmental, Inc. N• SW S SE 5655027 - 4 page 10 CEDR® Historical Topo Map 1942 !r 04 • • • • • • // 4 • 141 J •` 1 f/ �/ �f/p1 •yr/ • '0/ �O•a 425 ~���, oda r o • 424 a �ASAN /lov& VENT 4 o .00 TV RA NCH -- 10, fr cue 'P0,� /f yJJJ '1•�� f This report includes information from the FEE following map sheet(s). 0 Miles 0.25 0.5 1 1.5 NW N NE TP,SANTA ANA, 1942, 15-minute SITE NAME: 14451 Myford Road ADDRESS: 14451 Myford Road W Tustin, CA 92780 CLIENT: Avocet Environmental, Inc. N• SW S SE 5655027 - 4 page 11 CEDW Historical Topo Map 1948 ___���• .tet__ •• � iH I'y• •� as Testi a , •�d I,f `y � / bb \ � \ \\\ `='terga 10 ning ne 44 / N 103 ` Q'�O 1• �. � a�� ``•_ b i411 S 0 \ r bb 44 O 66 • H 4 � a 4 `• � lr'� f 0 5 J B 4 �r157 H4 v 1,y yb 1 I fl! I 8155 �� e, AL ON SM 5�' 5z j s� 49 1 s � I � \ /6M 7 i f I BM. fib i r' This report includes information from the following map sheet(s). 0 Miles 0.25 0.5 1 1.5 NW N NE TP,Tustin, 1948,7.5-minute SITE NAME: 14451 Myford Road ADDRESS: 14451 Myford Road W Tustin, CA 92780 CLIENT: Avocet Environmental, Inc. ll N• SW S SE 5655027 - 4 page 12 CEDW Historical Topo Map 1950 II. •y, .yy /, �r • T.U4 ` HighschH A PA ... ,. p ning ♦ y4� U� 103 101 to 120 °o Itrvine ..� r .. Ranch -BM 81 R by •a� �� yy yy 75 r JJJ 111 66 y 1 _ y b ti 5 55/:'` U Y AL ON M 57 'V V � I 52 49 a= ¢ (0) S B M 7 Ino /BM. j// I BM 88 ° 68 This report includes information from the FEE following map sheet(s). 0 Miles 0.25 0.5 1 1.5 NW N NE TP,Tustin, 1950,7.5-minute SITE NAME: 14451 Myford Road ADDRESS: 14451 Myford Road W Tustin, CA 92780 CLIENT: Avocet Environmental, Inc. N• SW S SE 5655027 - 4 page 13 CEDW Historical Topo Map 1965 `G `.�. oa �,-Brow' �ti� �•s ��"� !'�,;'' Well\\ �1•.:,' ��. � � .. �� " ��giros y.p a6 Y ,vi Go a ao ` Weil 70 o % r � f + �i Irvine Res+2o 66 0 i` 71 41. iding vVeli ��F, ✓ ,'r' ' `e 65 '�' �*, e-�•_' "v4:, \�' 4�� °�(' � �' �� Ree 10 Vanf , >5tl �1 \ O BM "+5 � WPIi / 110 0,4�6trol Tawe i E CORPS AIR r1 I LITY' �/� \ �ee Ile O so ,0 \\ j Rad,c M SI fl' is � n V ' �/ \I�v. �P���/♦♦!� �%'�? RM �oU Como s. ap •� c� • �o � well. moi.? ��� ;, ,_� _�—. � �� '�C"'• 'i Wel P • ��" � � :omo �Q 6A This report includes information from the following map sheet(s). 0 Miles 0.25 0.5 1 1.5 NW N NE TP,Tustin, 1965,7.5-minute SITE NAME: 14451 Myford Road ADDRESS: 14451 Myford Road W Tustin, CA 92780 CLIENT: Avocet Environmental, Inc. N• SW S SE 5655027 - 4 page 14 (eEDW Historical Topo Map 972 Ar c /'rte'y �r•�•••• ,� —114 1•� r _ w._ •••i..• • 111 f1`'���/fl ��\� � !� e. �I.. rr, `k 'i. ♦' �'� Sh�. fes` i t � :—i - y ♦`. • oozy Browne y'f•'••' ♦��� .••• `_�,. � Y'l05 � tv 4lry roes.. �A r ���• Irvine $ � timing Confrof Yower •• �,Tr �� r� �--- � 14 E CORPSAIR A C I L I T Y f so 5C 50 RadioBM /// \f��r .�'`� r'��\\`�♦ `�' ere r' ('orno ��,. �� 41 Al yVF ♦ + �♦ This report includes information from the following map sheet(s). 0 Miles 0.25 0.5 1 1.5 NW N NE TP,Tustin, 1972,7.5-minute SITE NAME: 14451 Myford Road ADDRESS: 14451 Myford Road W Tustin, CA 92780 CLIENT: Avocet Environmental, Inc. N• SW S SE 5655027 - 4 page 15 CEDW Historical Topo Map 1981 Sf { ,i�ter y'als At[�agh 2,7 23 /f J _ r •'1>��d6- � `� - Juan FV _ 41 Sc Browni �V S,h7!,\' wk \ /� •;� :I'i'1" \� `r.'r•+�i'•. pc ! H� �_ • - .na,' ''iCrvine' 95 ,kw �a� 9 r' , � .:/�i"�.� `Ranch rjr +P 71 ��.�A �{, ��.. 'C Well sir r \'.1r%Well P SOC ecilles �, T /. Po-4 Sch el• .�.�sA/��i:e� �� °rte r'� 8 .. x` 0 i 11 lL J fpm r Wella 1 0 $ Well `'.Lv4., iG ii , Reservoir, ' L 67 z X , 6M 55 -A / GtlPkTOI lower r `>� pifC7 �'* j \ i \ P E CORPS AIR 101\ f y° / �' `J 4. f` sz (HELiC TER f Trade,r � �\ Park �,;�c•L�• ,����r�rL 6V1 70 o � % C Y G ♦ ��� ,';2y 40" 0,� Wel a 2 < \�'L .WeI L.:le o. M 68 l I✓` .�� Al This report includes information from the following map sheet(s). 0 Miles 0.25 0.5 1 1.5 NW N NE TP,Tustin, 1981,7.5-minute SITE NAME: 14451 Myford Road ADDRESS: 14451 Myford Road W Tustin, CA 92780 CLIENT: Avocet Environmental, Inc. N• SW S SE 5655027 - 4 page 16 CEDR® Historical Topo Map 2012 o� Brows<n�>�rlg �,� 9� r z m r Fl L Ni �� 'm� E JL �LsLQ as Myford O �P `F Villa, O O -Valenciaf _ 00�0 _ 0 e 1. �ev z;111 r �� 261 50co\ College i Park:Evemeniary� ,00l ape i 1 r 7USTlN RANCH•Rp AlP��QO' oaQC I GJ, G �o `���� �'t5 --- pV JAMBO,R,EE AD N 00 O This report includes information from the following map sheet(s). 0 Miles 0.25 0.5 1 1.5 NW N NE TP,Tustin,2012,7.5-minute SITE NAME: 14451 Myford Road ADDRESS: 14451 Myford Road W Tustin, CA 92780 CLIENT: Avocet Environmental, Inc. N• SW S SE 5655027 - 4 page 17 Appe n.dix C EDR Aerial Photo Decade Package �AVC��ET >:N VIRONNIENTAL,INC. 14451 Myford Road 14451 Myford Road Tustin, CA 92780 Inquiry Number: 5655027.8 May 17, 2019 111111' ..'a e Package 6 Armstrong Road, 4th floor Shelton, CT 06484 Toll Free: 800.352.0050 (rEDR www.edrnet.com EDR Aerial Photo Decade Package 05/17/19 Site Name: Client Name: 14451 Myford Road Avocet Environmental, Inc. 14451 Myford Road 1 Technology Drive Suite C515 CEDR: Tustin, CA 92780 Irvine, CA 92618-0000 EDR Inquiry# 5655027.8 Contact: Jessica Satterlee Environmental Data Resources, Inc. (EDR)Aerial Photo Decade Package is a screening tool designed to assist environmental professionals in evaluating potential liability on a target property resulting from past activities. EDR's professional researchers provide digitally reproduced historical aerial photographs, and when available, provide one photo per decade. Search Results: Year Scale Details Source 1938 1"=500' Flight Date: June 21, 1938 USDA 1946 1"=500' Flight Date: December 29, 1946 USGS 1952 1"=500' Flight Date: December 12, 1952 USDA 1963 1"=500' Flight Date: February 28, 1963 USGS 1972 1"=500' Flight Date: October 30, 1972 USGS 1985 1"=500' Flight Date: September 13, 1985 USDA 1989 1"=500' Flight Date: August 03, 1989 USDA 1994 1"=500' Acquisition Date: June 01, 1994 USGS/DOQQ 2005 1"=500' Flight Year: 2005 USDA/NAIP 2009 1"=500' Flight Year: 2009 USDA/NAIP 2012 1"=500' Flight Year: 2012 USDA/NAIP 2016 1"=500' Flight Year: 2016 USDA/NAIP When delivered electronically by EDR,the aerial photo images included with this report are for ONE TIME USE ONLY. Further reproduction of these aerial photo images is prohibited without permission from EDR. For more information contact your EDR Account Executive. Disclaimer-Copyright and Trademark Notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources,Inc.It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources.NO WARRANTY EXPRESSED OR IMPLIED,IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT.ENVIRONMENTAL DATA RESOURCES,INC.SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES,INCLUDING WITHOUT LIMITATION,MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE.ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES,INC.BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS,NEGLIGENCE,ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE,INCLUDING, WITHOUT LIMITATION,SPECIAL, INCIDENTAL,CONSEQUENTIAL,OR EXEMPLARY DAMAGES.ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES,INC.IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT.Purchaser accepts this Report"AS IS".Any analyses,estimates,ratings,environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only,and are not intended to provide,nor should they be interpreted as providing any facts regarding,or prediction or forecast of,any environmental risk for any property.Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally,the information provided in this Report is not to be construed as legal advice. Copyright 2019 by Environmental Data Resources, Inc.All rights reserved.Reproduction in any media or format,in whole or in part,of any report or map of Environmental Data Resources,Inc.,or its affiliates,is prohibited without prior written permission. EDR and its logos(including Sanborn and Sanborn Map)are trademarks of Environmental Data Resources,Inc.or its affiliates.All other trademarks used herein are the property of their respective owners. 5655027 - 8 page 2 A f/ Ilk INQUIRY#:5655027.8 YEAR= 1938 =50U (FEDR ,, �. 1'y'Ytitiyr0.�'r!"r"0. - +0.'NyV'0.r""s 0.-%lb,i - •N"Y'+*►�*�Raa..N=y�0.7YR°Y�Yr Nom ' `" 1 N r M Ry'►NM rrNR*.. iw'N ar+tr3�'N„•w�. .a+�R,r;�R,. y, ,w a►Y s,►yyiaNYaYy NYYa'i0.:Nra.Y a aN+N 0.yyN s ►•► 'R r► ►.� '+M "+r W�'° ff '0.M 'N Y r M M M i 0.0.R r i 0. 0. �y 0.NaNN•i. N h`x�1'�W4+Y 0.,' Y N a a r Y 0. N►r►a aYNy0.+ N 0. y N r N�,y 0.W�,WyW+W ; f J lNR*syNayy NRMh�YN�N 1N*TRryyhY 0.i YN NW a R r 't 0.i i0.Y'a RNRiRN Nr0.0.'"ilk tj y Is's 6S0.1aNN hNMi�a Y0.0.0.NyNYy,i N MyYNN �Y�WN ii•riR - Y 0.1 NL �0. i0.'Mh:RirwiR:iiaR;`*My0.rYr0.'N10.Yi#+MM NYy0.r'I.ti 'sN0.NR #" •'� ■R*14y0.i M a a 1a,aNr. i Y a N Ny'aRR 0.!r W•'.�N �W W9`�WR R,aN V�Niy.Wa,N NNa0.iY0.t.N`R�r� 0.i�a�i�iiiNY'RW+ N 'Wi � ��4'N� .,. � +Wier +WMWr f� t z1 w*, 'aN'ti i0.rrA0.Wy*0.Y M ryaNaaYF Ya'yN + yWrr+,ryy'RW 4 �� J `*+' yr��4,�,�rYNYiNN iYriNMyYa0.yaNYiN t���Y�M tiyY0. Ra h �'1�''t y � � t .. i►Y 0.M a Y a M 0. iW,1. ,y`y 4W * N Y1rYYN'la!►Y � a�'a�i Y a h N�y�Y�MyN ■f 1 drt yYwi�Y�R a0.MiNR Wi N r r 0.a R i �•��w��N��i t�fNYN��gy S*N�i0.Y0.�ry,NN ,.W I /�I 1,', d" -RWM,�,�M*y'�ayM►�0.�ti,� �^I'rrw *iN�Ri ,�W. mi +WihNNNyN4"S1,,41L NNNN N0.N;aRN�N0.r0. •WYE 0.Ya0.0.i r h�W_ Wa0.iMYY0.0.N►,0.YiM- ►Yi'NYIi►;'yN NN RRN Skit S aR0.Nr Skt ,+rYyy M N a ►R 0. N N a M W a " ".. A'Aal .y N'IkYN0.y0.rY'NIiNiNNrYr ty0.y►YNNNa yrs0.1w1N1�YNYiYtYi 0.N a a Y � S p y - �����, 'N1NN�Ni�i rN�+►y�i aY.0.iyNWM (f���,����r j -"��� �, t �W Nr0.R►r Y R G �� 1 � �'1 v vt IR t +4 il j as 'M .mom' J I � r P" b le F - t d :' a,r A'J+ ff w�,.,... oll F r' fM�PS " r, rvry .pfw` ilk INQUIRY#:5655027.8 YEAR: 1946 =500' EDR t'M►ll�Wl�iiiwwyw#�i�ww wti#�w,ww*W�wY • wwWMi rtP•tt w+ FYI MWM Wy rt * � �y- .se'. y M Y#W i !w W ! 'Yt♦W iytM♦.MMMYWM 4 t "4r � ti�»''•, YMb#l�y�y«M�Y�s Y#iMryiwlywwy�Yy#ywt'y±W"+' ""wpswYt rt w■WW �� W •"N p� nYYYY!#Ww�+�wwr kwy!lyt�YyYM Ayii MiWWytYlW W'. #Y r t r ti,a ; ir�r*Y`M�r MY�Mi:�tw###�M�wii;wla�lW�r*�� !#w�y�yWi r���r`*• '",��;4r4Yt'�"ti h.". ^.�"i�n.r �Y w .,M W#w rriwli#r w ■+�+« w«* `'�;+� ":' + t�;�ty"*.�^+• ` � an�; rt +�+ M..�t#w;4i+�y�y�w�wl��l�ywl�i+iWyi�*+ ww��ti "s '�"h'-,.y4"M`wa�•. „ .�rW*t�W+yWa W�4yl#w!!! ■w! r WiMr�,y,Y+�, `a lrl�n.. W MMl Yi!#r#Y�!"Wil4#www y!#wi •a�!"• ' �%psi ttYMMywY`��lrWylrW�!*yyw�# WYW;yly#!Mi w!M#`w t;'t• ��.. rt M#r!Yl Mrltr ywyWwli�#yw!l,YrWRw4MlywyYWwr t:. �M•' •M�tM!YMMr�'»W,WjwAi�Mwrii#y Wt#!4#,l�y+l�watr h. fM Ft tk 4iY Yr4{iY,ww�!`wWwwA+l •wt;������y�tw#ii�#*rw�#_wWwIMMMy+F#w#wryrr. •##www ###w lulW#,wi wwwi' ." \ iW�i#�',�w#w rwiwrwy�ai►YWi+w#+ w i� lrji4400 w �w 1Mtws rr`tt w Av'ol All 1 ,� H a INQUIRY#k:5655027.8 YEAR: 1952 1 (FEDR =500' rr ' �� +�I.h *�i^f1;RM���*��f��f • ray..��."�+� ,'h � �5y�y 5R '"'W lti � � M �� 1 7 �t� A � . ^! �, ,��►frrr,s��1wr#Ml��ff r' � �� P��i,, ��'a., ��' � ern""�� r y 9 k e ter ' ,7. n t t r� k INQUIRY#:5655027.8 � m YEAR: 1963 =500' EDR ' ;•K�,,•�,:,- Vit$ $Y;�$� '.� �� � Y � AAA .G(♦ y�i'/.i;$ $ Y 4,(rY,L'x,R,rYYx ii' •+'i A 4 ^ ry;k, r �a u' ZA al 111111"' 1 x Jia F; Ati ry , e ar 9, t 15" r J N, a Jr x, r yy r e ... v k a-0 " 1� u r �� h ` � rW,7,�, h N t s�� •, �� ` -.411 0 AA w•r •" � � v I fix 14 flu, r 0 r a w 1 a r . • �.. „C��• �y�y� 4 � RSR ""*4,. �. ^ry ;/I n A •s, n w��• qp , a �M wY f b � r r: , r � r• 6 4 JJyr� "i•'n• nA A' •Y. R n Iff �;.*. "'.may,• �+,,�' d A'� c ✓•0� � �iw ���r. � -.. Ilk w J 1 1:0 cc ti r , y " , U r ! w , w a • - 1r 1 b I 40 oft 1.7 Al lo� , r t "`�.,` � �V�.". � � ,• " °,% �� v' +# .err` • y , n • m: „ y � w .4 y w � F p x � m. '.x'4, • "fir^ .. fl - � �' .',✓ • s x fl • "� 4`••�.M ,,. a r. i �,,,,� + � �{` •a^'- � Ri ,�.. .. ^ m 1�IT0 ° �t,v`4�. � x II""// � � +��1'R I "�^��. �R `• �� � � 4~�r � r i R n w x f -r�♦ RMS _ " � �m F�,`I� $ °�p' n 1°6 r F. ^ • wr � r r • ee � r. 77 op AL ' u r ti / i • Oak 1 pt w 1 e I & yyy ole 4 ',rye '•. r- Fw J s - y s m^ r , t AN d40 • "rf 4144 A ' • $, yi F L— F w � �M1 •y �W Y � SIV -01 IV SG` y ■ y y L� � k � r1'+ ,1� ♦ 1 � �'y lr �Ir ' 'k eF Y / lfP K+ .r v .r Vial 4 � e ., r , • wr a „ , • w a v� r d r mow.. „� �• mot ,$, M � I I Y ..r , r • 1 � 4 u,;rug,..� . � .�, J w Apppndix D Certified Sanborn' Map Report .-,20:! AVOCET ,� 1:XVIRONNIENTAL,INC. 14451 Myford Road 14451 Myford Road Tustin, CA 92780 Inquiry Number: 5655027.3 May 16, 2019 . I —an I1 ! :Fp 6 Armstrong Road, 4th floor (rEDR� Shelton, CT 06484 Toll Free: 800.352.0050 www.edrnet.com Certified Sanborn® Map Report 05/16/19 Site Name: Client Name: 14451 Myford Road Avocet Environmental, Inc.14451 Myford Road 1 Technology Drive Suite C515 CEDR' Tustin, CA 92780 Irvine, CA 92618-0000 EDR Inquiry# 5655027.3 Contact: Jessica Satterlee The Sanborn Library has been searched by EDR and maps covering the target property location as provided by Avocet Environmental,Inc. were identified for the years listed below.The Sanborn Library is the largest,most complete collection of fire insurance maps.The collection includes maps from Sanborn,Bromley,Perris&Browne, Hopkins,Barlow,and others. Only Environmental Data Resources Inc.(EDR)is authorized to grant rights for commercial reproduction of maps by the Sanborn Library LLC,the copyright holder for the collection. Results can be authenticated by visiting www.edrnet.com/sanborn. The Sanborn Library is continually enhanced with newly identified map archives.This report accesses all maps in the collection as of the day this report was generated. Certified Sanborn Results: Certification # C280-40EA-8634 PO# 1623.001 Project NA UNMAPPED PROPERTY Sanborn®Library search results This report certifies that the complete holdings of the Sanborn Library, Certification#:C280-40EA-8634 LLC collection have been searched based on client supplied target property information, and fire insurance maps covering the target property The Sanborn Library includes more than 1.2 million were not found. fire insurance maps from Sanborn,Bromley,Perris& Browne, Hopkins, Barlow and others which track historical property usage in approximately 12,000 American cities and towns. Collections searched: Library of Congress University Publications of America V' EDR Private Collection The Sanborn Library LLC Since 1866TM Limited Permission To Make Copies Avocet Environmental,Inc. (the client)is permitted to make up to FIVE photocopies of this Sanborn Map transmittal and each fire insurance map accompanying this report solely for the limited use of its customer.No one other than the client is authorized to make copies.Upon request made directly to an EDR Account Executive, the client may be permitted to make a limited number of additional photocopies.This permission is conditioned upon compliance by the client,its customer and their agents with EDR's copyright policy;a copy of which is available upon request. Disclaimer-Copyright and Trademark Notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources,Inc.It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources.NO WARRANTY EXPRESSED OR IMPLIED,IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT.ENVIRONMENTAL DATA RESOURCES,INC.SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES,INCLUDING WITHOUT LIMITATION,MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE.ALL RISK IS ASSUMED BY THE USER.IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES,INC.BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS,NEGLIGENCE,ACCIDENT OR ANY OTHER CAUSE,FOR ANY LOSS OF DAMAGE,INCLUDING, WITHOUT LIMITATION,SPECIAL,INCIDENTAL,CONSEQUENTIAL,OR EXEMPLARY DAMAGES.ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES,INC.IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT.Purchaser accepts this Report"AS IS".Any analyses,estimates,ratings,environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only,and are not intended to provide,nor should they be interpreted as providing any facts regarding,or prediction or forecast of,any environmental risk for any property.Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally,the information provided in this Report is not to be construed as leqal advice. Copyright 2019 by Environmental Data Resources,Inc.All rights reserved.Reproduction in any media or format,in whole or in part,of any report or map of Environmental Data Resources,Inc.,or its affiliates,is prohibited without prior written permission. EDR and its logos(including Sanborn and Sanborn Map)are trademarks of Environmental Data Resources,Inc.or its affiliates.All other trademarks used herein are the property of their respective owners. 5655027 - 3 page 2 Apppndix E The EDR-City Directory Image Report 2.'! AVOCET ,� I_-,VIRONMENTAL,INC. 14451 Myford Road 14451 Myford Road Tustin, CA 92780 Inquiry Number: 5655027.5 May 21, 2019 The EDR-City Directory Image Report 6 Armstrong Road Shelton,CT 06484 800.352.0050 CEDW Environmental Data Resources Inc www.edrnet.com TABLE OF CONTENTS SECTION Executive Summary Findings City Directory Images Thank you for your business. Please contact EDR at 1-800-352-0050 with any questions or comments. Disclaimer-Copyright and Trademark Notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC.SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE.ALL RISK IS ASSUMED BY THE USER.IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE,WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE,ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OR DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL,INCIDENTAL,CONSEQUENTIAL,OR EXEMPLARY DAMAGES.ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES,INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report"AS IS". Any analyses,estimates, ratings,environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding,or prediction orforecast of,any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property.Additionally,the information provided in this Report is not to be construed as legal advice. Copyright 2017 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part,of any report or map of Environmental Data Resources, Inc.or its affiliates is prohibited without prior written permission. EDR and its logos(including Sanborn and Sanborn Map)are trademarks of Environmental Data Resources, Inc.or its affiliates. All other trademarks used herein are the property of their respective owners. EXECUTIVE SUMMARY DESCRIPTION Environmental Data Resources, Inc.'s (EDR) City Directory Report is a screening tool designed to assist environmental professionals in evaluating potential liability on a target property resulting from past activities. EDR's City Directory Report includes a search of available city directory data at 5 year intervals. RECORD SOURCES EDR's Digital Archive combines historical directory listings from sources such as Cole Information and Dun & Bradstreet. These standard sources of property information complement and enhance each other to provide a more comprehensive report. EDR is licensed to reproduce certain City Directory works by the copyright holders of those works. The purchaser of this EDR City Directory Report may include it in report(s) delivered to a customer. Reproduction of City Directories without permission of the publisher or licensed vendor may be a violation of copyright. Data by infoUSA CopyrightCC,2008 All Rights Reserved RESEARCH SUMMARY The following research sources were consulted in the preparation of this report.A check mark indicates where information was identified in the source and provided in this report. Year Target Street Cross Street Source 2014 Q F1 EDR Digital Archive 2010 Q EDR Digital Archive 2005 Q EDR Digital Archive 2000 Q EDR Digital Archive 1995 Q EDR Digital Archive 1992 Q EDR Digital Archive 1985 Q Haines Criss-Cross Directory 1980 Q Haines Criss-Cross Directory 1975 E Haines Criss-Cross Directory 1972 E Haines Criss-Cross Directory 1962 E Luskey Brothers&Co. Publications 5655027-5 Pagel FINDINGS TARGET PROPERTY STREET 14451 Myford Road Tustin, CA 92780 Year CD Image Source MYFORD RD 2014 pg Al EDR Digital Archive 2010 pg A2 EDR Digital Archive 2005 pg A4 EDR Digital Archive 2000 pg A5 EDR Digital Archive 1995 pg A6 EDR Digital Archive 1992 pg Al2 EDR Digital Archive 1985 pg A13 Haines Criss-Cross Directory 1980 pg A14 Haines Criss-Cross Directory 1975 Haines Criss-Cross Directory Target and Adjoining not listed in Source 1972 Haines Criss-Cross Directory Target and Adjoining not listed in Source 1962 Luskey Brothers&Co. Publications Street not listed in Source 5655027-5 Page 2 FINDINGS CROSS STREETS No Cross Streets Identified 5655027-5 Page 3 City Directory Images Target Street Cross Street Source ✓ - EDR Digital Archive MYFORD RD 2014 14321 WERNER SYSTEMS INC WOODBRIDGE GLASS INC 14350 AMERICAN FRSTYLE MTOCROSS ASSN BERRICS FMF APPAREL INC INTERIM SEPARATION CL INC JH SERVICES LLC LA JOLLA GROUP INC LA JOLLA RETAIL INC LA JOLLA SPORT USA INC LJG TRANSPORTATION INC MM COMPOUND LLC RUSTY LICENSING INC RUSTY NORTH AMERICA LLC TLFI CLOTHING INC 14351 HEARTLAND I V CARE PHARMACY MEMORIAL RESEARCH MEDICAL CLIN RESILIENT COMMUNICATIONS SOUTHERN CALIFORNIAN INSTIT TEXAS INSTRUMENTS INCORPORATED WIHAT INC 14410 CORE INDUSTRIES INC STAR TRAC HEALTH & FITNESS INC STAR TRAC STRENGTH INC STS IP LLC 14440 N2 IMAGING SYSTEMS LLC 14450 BOSCIA LLC DU FANCL INTERNATIONAL INC SONY ELECTRONICS INC 14451 ATT PARTS EXCHANGE TUSTIN SBC FLEET SERVICES LEP35 14471 DEVANE, THOMAS 14511 ALTON, HARDING BROKER SOLUTIONS INC J CH CONSULTING GROUP INC MYFORD INVESTORS LLC SAFECO FINCL INSTN SOLUTIONS 14522 DISH TELEVISION INC MISTY MAY-TREANOR SPT CTR LP MMTSC VBC LLC 14600 ENDEVCO CORPORATION MEGGITT (ORANGE COUNTY) INC MEGGITT AIRCRAFT BREAKING VIBRO METER INC 14661 AVICENNA OILS GEO ELECTRONICS INC 14701 HEALTH BUTY SOLUTIONS INTL LLC WILD WEB SITES LLC 5655027.5 Page: Al Target Street Cross Street Source ✓ - EDR Digital Archive MYFORD RD 2010 14321 WERNER SYSTEMS INC WOODBRIDGE GLASS INC 14350 AMERICAN FRSTYLE MTOCROSS ASSN DYSFUNCTIONAL CLOTHING LLC IN GODS HANDS INC JH SERVICES LLC LA JOLLA SPORT USA INC RUSTY NORTH AMERICA LLC TLFI CLOTHING INC 14351 AXIUM CONTINUING EDUCATION LLC IC2 HOLDINGS INC INTEGRIUM LLC MEMORIAL RESEARCH MEDICAL CLIN SOUTHERN CALIFORNIAN INSTIT 14370 DERMARAY INTERNATIONAL LLC LA JOLLA GROUP INC LIGHTING LABS RUSTY LICENSING INC 14410 CORE INDUSTRIES INC STAR TRAC HEALTH & FITNESS INC STAR TRAC STRENGTH INC STS IP LLC 14430 BELLUS LLC HOMESAVORS INC JAMES FRANK WILLIAMS LOAN MDFCATION-HOME SAVORS INC SEAN LE 14440 N2 IMAGING SYSTEMS 14450 DRS NYTECH DRS RSTA INC HANNSPREE NORTH AMERICA INC 14451 ATT PARTS EXCHANGE TUSTIN SBC FLEET SERVICES LEP35 14471 DEVANE, THOMAS 14511 BIOMETRICS 4ALL INC HANDS FOR AFRICA HUISH, ALEX KENDALL CHO DBA DIAMOND L SAFECO FINCL INSTN SOLUTIONS WE SETTLE TAXES 14522 FORTIGENT TECHNOLOGIES INC 14524 CHEF WOO INC GLOBAL EVISIONS SOLUTIONS INC IHOI INC 14600 PRINTRONIX INC RJS 14661 GAME &TECHNOLOGY PROS GATPRO GEO ELECTRONICS INC GSG SUPPORT SERVICES 5655027.5 Page: A2 Target Street Cross Street Source - EDR Digital Archive MYFORD RD 2010 (Cont'd) 14661 PRO VALUE PARTS 14701 GARSON INDUSTRIES WILD WEB SITES LLC WILOGIC INC 5655027.5 Page: A3 Target Street Cross Street Source ✓ - EDR Digital Archive MYFORD RD 2005 14321 LEWIS DENNY WERNER SYSTEMS INC WOODBRIDGE GLASS INC 14350 EMACHINES 14351 INTEGRIUM LLC SANTA CRUZ PROPERTIES INC SOUTHERN CALIFORNIAN INSTIT TEXAS INSTRUMENTS INCORPORATED 14370 DERMARAY INTERNATIONAL LLC NATURADEINC NOVO INDUSTRIES LP 14410 UNISEN INC 14430 DISPLAY IT INC ULTRA FAUCET 14450 DKD INCORPORATED SONY ELECTRONICS INC 14460 GRACE ELECTRON USA CORP 14522 BOR DEVELOPMENT LIMITED LLC UNION INCORPORATED 14600 PRINTRONIX INC 14661 KORNEYCHUK DAN LORDSMAN MORTGAGE NAIMIA SCHILLING, F TUSTIN PIONEER BADMINTON CLUB YANY, KINNEY 14701 PRO CO TWISTED FIBER INC 14791 VIDEO APPLICATIONS INC WORLDSTAGE LLC 5655027.5 Page: A4 Target Street Cross Street Source ✓ - EDR Digital Archive MYFORD RD 2000 14250 SUNSPORTS EMBROIDERY CONTRS 14350 TRIGEM CORPORATION 14351 CHAPSKI, STANLEY R TEXAS INSTRUMENTS INCORPORATED 14370 NATURADE INC 14430 MARKIMEX INC 14440 DKD INCORPORATED 14450 SONY CORPORATION OF AMERICA 14522 UNION INCORPORATED 14600 PRINTRONIX INC 14661 ABEL, ROBERT W HOMECARE PREFERRED CHOICE RENAISSANCE CONTINUUM SCHILLING F CONSULTING YAP INVESTMENTS INC 14701 VN TECH 14791 VIDEO APPLICATIONS INC 14811 FANON COURIER 5655027.5 Page: A5 Target Street Cross Street Source ✓ - EDR Digital Archive MYFORD RD 1995 13202 CALLAHAN, G ELISA, PLAZZA EVERS, JOHN GALLAGHER, JULIE GRAYSON, NATALIE K GROSJEAN, TAMARA M HANCOCK, CHESTER HASLE, BEN HENNING, CARL LAMBERT, PATTI L LESSER, ERIC MCCAUGHEY, BRAD MCGHEE, MICHAEL MCLEAN, TIMOTHY MILLS, JULIE L NEET, KIM OCONNOR, ANNE M ODOHERTY, SEAN PALAS, KRISTI PAZOFF, KATHY M PHELP, SHELDON PIAZZA, S PRESTIFILIPPO, ELISA RANCHO TIERRA RASCON, JULIA ROBERTS, PATRICK RYDDIS, MARK SALEMI, JOSEPH J SHELTON, TRACI WALLER, RALPH WEI, WEN WHITE, RICHARD P 13204 ADAMS, MARK ARISLANOUK, N BLACKMAN, ERIN BOWMAN, DALLAS BRAITHWAITE, ROBERT BROWDER, DON BUB, TERESA M CHANG, YU CONGLETON, TIFFANY COOMBS, DALLAS F DEFAZIO, MICHAEL DERUITER, SCOTT DISHMAN, GARY A DOHONEY, MICHAEL J HARPER, MARY F HARRIS, ARETHA D HERNANDEZ, RENE HOFFMAN, KERRI 5655027.5 Page: A6 Target Street Cross Street Source ✓ - EDR Digital Archive MYFORD RD 1995 (Cont'd) 13204 JESMER, MICHAEL S KITEY, C KODAMA, HIROTO LEONARD, ELAINE LUNDY, JAMES M MANALAC, W R MARTINEK, ROB MCGINNIS, DANIEL MCHUGH, GENE MEYER, WILLIAM MOE, CORY MONTEIRO, C NELLIGAN, MICHELE ODOHERTY, KIM PERUGINI, LORI PIRTLE, ROBERT PRADO, JOSE R RIGGS, LESLIE ROWE, MARK SCHOCHET, MICHAEL SEIFFART, T SIDDIQUI, FAISAL SUWANDI, ANGELA TAYLOR, DOYLE VASLO, IVA VILLANUEVA, C WHITEN, DAVID 13206 BALL, CHERI BERG, DEBRA BINDI, MARCO BROOKING, PHILLIP BRUENING, L C COLEMAN, ROBERT CRACKEL, PAMELA J FLANAGAN, SUSANNE HAERTLE, JOHN HANDLET, J G HERMAN, PAUL S JORDAN, HEATHER JORDON, JAMES JUMP, DARCI KOVACH, TARA LARA, MARY MARGOLIS, ALBERT H MCCAFFERTY, RANDY MCCORMICK, JOHN T MCNAIR, JOEL N PARISH, RICHARD PENTZ, PAUL RILEY, MICHAEL 5655027.5 Page: A7 Target Street Cross Street Source ✓ - EDR Digital Archive MYFORD RD 1995 (Cont'd) 13206 ROY, B J VEXLER, ROSS WILLIAMS, BURSON T III WILSON, DOREEN 13208 ALMARAZ, ESTHER AUSTIN, VICKI AYRES, RICHARD J BEAM, CATHY A BOSHMAN, KELLY A BURNS, KAREN COLLINS, ERIC CROOK, BRENT CURTIS, SUZE DAAG, JUVY DARBY, HARMIE FAHLAND, FRED R FAULKNER, JUDY FRITCH, CLYDE GREENBERG, BRUCE HALL, STEVEN HENSON, DAWN HSU, MICHAEL JONES, KELLY E KAHN, WALTER A KALE, MARK D LATHAM, BARRY LIN, ALVIN B MD LINDBO, CARRIE LINDENFELSER, CAREN LITTERAL, RYAN MAHAFFEY, VIRGIL C MALLEY, C MARINO, FRANCES MCGUIRE, STEPHEN MCLEAN GEMOLOGICAL LAB OHARE, CECELIA J PINSON, PETE PRIEST, SINA PURNELL, STUART D RAMON, JUDY SCOTT, LINDA SON, JIN SOUTHWOOD, JACK THRASHER, S UMPHREY, LESLIE A WAYNE, S WILSON, C WOOLSTON, MARIA F 13211 ALCALA, AMY ALCOBA, DANIEL 5655027.5 Page: A8 Target Street Cross Street Source ✓ - EDR Digital Archive MYFORD RD 1995 (Cont'd) 13211 AVALOS, LORA BAILEY, BRYCE BARANYI, BOGATA BARNES, MARY C BARRETT, E BASARAN, HASAN Y BEJERANO, MARC J BEVERIDGE, K G BORCHERT, S BOUGHNER, JERRY BOUMAN, RANDY W BUEHLER, BRIAN D BURTON, AMY CHIOU, ELLEN COOK, CHAE H CORKEREN, DAVID CREWS, EDITH DEHN, RUTH L DELONG, MAUREEN DELOSSANTOS, MICHAEL DEMYAN, SUE DEVORE, HEATHER J DEWEY, REBECCA DIX, DENISE ELLIS, JULIE A ETCHISON, DANIEL FAHRNI, JEFFREY J FEELEY, M B FINTON, NOLA M FREEDMAN, LISA GARDNER, DEBRA K GOOLER, PAMELA CRIBBLE, JON HADDAD, CHARLES HAYS, LORI IRVINE APT COMMUNITIES LP JASSIM, KHALID JOELSON, JEAN M JOHNSON, BRANDY JORDAN, ERIN KENNEY, M D KIRSCHENMAN, TERRI J KRATKA, JAMES KUGELMANN, B KUGLEMANN, BARBARA KUSZMAUL, VICKI LANDERS, DIANA LAPORTA, RICHARD E LARSON, KURT LAW OFFICES OF BRETT BARRETT 5655027.5 Page: A9 Target Street Cross Street Source ✓ - EDR Digital Archive MYFORD RD 1995 (Cont'd) 13211 LEAHY, BILL LIPINSKI, BRYAN LIU, SHIHMIN M LOHRKE, GAIL MARTENS, RICHARD MATAMOROS, ALEX MCCALLA, DON W MCFALL, MICHELL MCKENZIE, G MEADE, ANDREA MEYER, BERNICE MILLER, DONALD G MILLS, JANET MONTGOMERY, IAN MOSES, MICHAEL E NAITO, S OCONNOR, KEN OLIVER, JAMES J ONEILL, SEAN OVERBECK, TINA PAGE, BRIAN PLACENTIA, PATRICK A QUIROGA, H RANDAZZO, V REEVES, ALFRED ROYCE, JOHN RUFF, ALLISON SAGARO, JUAN SCHULZE, JEFF SEAL, DAVID A SHORT, TOM SHOUP, CURTIS C SILVAS, SANDRA SIMMONS, CHARLES D STEPHENS, DOUGLAS R TACHIBANA, TAKASHI TEICHMAN, NOEL THOMAS, T E THORSEN, DONALD TIMEUS, SHERA UEDA, SHUN ULYATE, LLOYD E VANRENSSELAER, LARA WALLACE, DEAN A WEDDLE, V WESCHLER, ROBERT P WILLIAMS, STEPHEN L WOODLAND, M WULFKUHLE, JUDY M YANG, W S 5655027.5 Page: A10 Target Street Cross Street Source ✓ - EDR Digital Archive MYFORD RD 1995 (Cont'd) 13211 YEAGER, GENE 14351 HODGMAN, RICK K SILICON SYSTEMS INC 14661 ABEL, ROBERT W EXECUTIVE METRO GROUP 14701 PERFECT LAMINATION INC UNITED SYSTEMS COMPANY 14771 SILVER RECOVERY ASSOC 14791 GROUX DISTRIBUTION INC GROUX, WILLIAM G 14811 FANON COURIER INC SHELLY ASSOCIATES INC XANADU CORPORATION 14831 PROJECTIONS UNLIMITED INC 5655027.5 Page: A11 Target Street Cross Street Source ✓ - EDR Digital Archive MYFORD RD 1992 13200 COOPER, WILLIAM 13202 BERG, JAY HASLE, BEN LUNDQUEST, JAMES 13204 CHEJPEC, L KHAZIN, CHAKIB KIRCHENMAN, TERRI J WILMONT, RENEE L 13206 AMMANN, STEPHEN A CARLIN, ROBERT P KOTEZ, J REHTLANE, ERIKA 13208 KOEHLY, CRAIG S MCLEAN GEMOLOGICAL LAB MCLEAN, DAVID URIBE, MICHAEL E 14351 SILICON SYSTEMS INC 14661 ABEL, ROBERT W 14771 INTERNTONAL PLASTIC WD MET PDT 14811 FANON COURIER INC SHELLY ASSOCIATES INC XANADU CORPORATION 14831 PROJECTIONS UNLIMITED INC 5655027.5 Page: Al2 Target Street Cross Street Source Haines Criss-Cross Directory MYFORD RD 1985 MYFORD RD 92680 TUSTIN A 1,01 M A I BASK .4 'Wp, " 731-31 +1 431 14,351 sk"f4 MC ?11 -?110 01 4,461 mrG a", 3 WVST" MOMA W, Rt li A,Sihl( IPSC ORK)" U0 CLARAGE PAN CO 730 r v C ENGA ASSOCI$ &I S I P P C 0 *FST 8,�s ECO"IRE BAGS 71 FWD MY 80tLEAS .j'E4StN MIXERS, M f C EOGMEMMG 71� LL NADU CCWKJTTP SYS 731 'L 7 A A' 5 PATYIN WICO MOC .1130 1 OGALAW INC 710 9, POf 0000, A IJTID A �4,F 90 Ov R V AQUALAM MT1 AN 10 , 0 L T41ASSWATIES 710-6 ,A MCW" BANdOMM& 7 " lr CLAM MMMUL 506* 9, VX PACM WC CA NY SECUMM 7 : �05 MKMM S4.4 I?a I KOM ENGDNNWWG 7 j SPOWM AWANO 00 "M 730-04ff 3 y p C, )KC 731-sT I TEC"MCAL POMMIS 731-6704 4 TO I GAIL WTUMPONAL ?31-9351 TAWAWA OF AN 7314211 VANAWA M= AM 731401 37 MA I RES is NEW ................. 5655027.5 Page: A13 Target Street Cross Street Source - Haines Criss-Cross Directory MYFORD RD 1980 MY""FORD RD92705 SANTA ANA 13042 FLYING D RAND 5,44-0120 WINE CO AORCL'T'lillfS44-0120 '13102 ODOM CLINT5 , ZIP GODE 92714 IRVINE I-OW IPWfff ft,001 F 0 0 ) f BASIC FOW CW 1 , m 1� SILICOW SYS :_, R 14461 SAI` FEL A MAM 1+0 TUNGSTEN CAND MPS 1+0 146,61 W C PAMNACO1140 7 PROGRAM 0.- 17.17 + 0 INC 0-3$ . + W 73 1 "7 +0 14701 "1-6139 + 0 731-6130 +,0 UMENUIL CONSTOL "14139 + 0 Oma L -6104 + TAYL 1 - 4 T P. C INC 73 1 -5706,+ TWCHOWAL UTI ?3 14 704 +c TRIAD INC TRIAD j .E 0 211 Bus 2 ma 1 "t 5655027.5 Page: A14 Appendix F EDR Radius MapTM Repot with Geo Check' •% AvoCET 14451 Myford Road 14451 Myford Road Tustin, CA 92780 iInquiry Number: 5655027.2s May 16, 2019 The EDR Radius MapTm Report with GeoCheck@ 6 Armstrong Road,4th floor Shelton, CT 06484 Toll Free: 800.352.0050 (rEDR www.edrnet.com FORM-LBC-DCA TABLE OF CONTENTS SECTION PAGE Executive Summary------------------------------------------------------- ES1 Overview Map 2 Detail Map 3 Map Findings Summary---------------------------------------------------- 4 Map Findings 8 Orphan Summary--------------------------------------------------------- 460 Government Records Searched/Data Currency Tracking GR-1 GEOCHECK ADDENDUM Physical Setting Source Addendum------------------------------------------ A-1 Physical Setting Source Summary A-2 Physical Setting SSURGO Soil Map------------------------------------------- A-6 Physical Setting Source Map A-9 Physical Setting Source Map Findings---------------------------------------- A-11 Physical Setting Source Records Searched------------------------------------. PSGR-1 Thank you for your business. Please contact EDR at 1-800-352-0050 with any questions or comments. Disclaimer-Copyright and Trademark Notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources.NO WARRANTY EXPRESSED OR IMPLIED,IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT.ENVIRONMENTAL DATA RESOURCES,INC.SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES,INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE.ALL RISK IS ASSUMED BY THE USER.IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES,INC.BE LIABLE TO ANYONE,WHETHER ARISING OUT OF ERRORS OR OMISSIONS,NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE,FOR ANY LOSS OF DAMAGE,INCLUDING,WITHOUT LIMITATION,SPECIAL,INCIDENTAL, CONSEQUENTIAL,OR EXEMPLARY DAMAGES.ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES,INC.IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT.Purchaser accepts this Report"AS IS".Any analyses,estimates,ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only,and are not intended to provide,nor should they be interpreted as providing any facts regarding,or prediction or forecast of,any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property.Additionally,the information provided in this Report is not to be construed as legal advice. Copyright 2019 by Environmental Data Resources, Inc.All rights reserved. Reproduction in any media or format,in whole or in part,of any report or map of Environmental Data Resources, Inc.,or its affiliates, is prohibited without prior written permission. EDR and its logos(including Sanborn and Sanborn Map)are trademarks of Environmental Data Resources, Inc.or its affiliates.All other trademarks used herein are the property of their respective owners. TC5655027.2s Page 1 EXECUTIVE SUMMARY A search of available environmental records was conducted by Environmental Data Resources, Inc(EDR). The report was designed to assist parties seeking to meet the search requirements of EPA's Standards and Practices for All Appropriate Inquiries (40 CFR Part 312), the ASTM Standard Practice for Environmental Site Assessments (E 1527-13), the ASTM Standard Practice for Environmental Site Assessments for Forestland or Rural Property (E 2247-16), the ASTM Standard Practice for Limited Environmental Due Diligence:Transaction Screen Process(E 1528-14)or custom requirements developed for the evaluation of environmental risk associated with a parcel of real estate. TARGET PROPERTY INFORMATION ADDRESS 14451 MYFORD ROAD TUSTIN, CA 92780 COORDINATES Latitude (North): 33.7161600-33°42' 58.17" Longitude (West): 117.8041270- 117°48' 14.85" Universal Tranverse Mercator: Zone 11 UTM X(Meters): 425491.9 UTM Y(Meters): 3730781.8 Elevation: 67 ft. above sea level USGS TOPOGRAPHIC MAP ASSOCIATED WITH TARGET PROPERTY Target Property Map: 5640942 TUSTIN, CA Version Date: 2012 AERIAL PHOTOGRAPHY IN THIS REPORT Portions of Photo from: 20140515, 20140514 Source: USDA TC5655027.2s EXECUTIVE SUMMARY 1 F- MAPPED SITES SUMMARY Target Property Address: 14451 MYFORD ROAD TUSTIN, CA 92780 Click on Map ID to see full detail. MAP RELATIVE DIST(ft. &mi.) ID SITE NAME ADDRESS DATABASE ACRONYMS ELEVATION DIRECTION Al SMITH IND. (TUNGSTON 14451 MYFORD RD FINDS TP A2 SMITH INTERNATIONAL 14451 MYFORD RD HAZNET TP A3 GW CLEANUP-TUSTINNAM 14451 MYFORD FINDS TP A4 PACIFIC BELL 14451 MYFORD RD HAZNET TP A5 PACIFIC BELL 14451 MYFORD RD UST, SWEEPS UST TP A6 SMITH IND. (TUNGSTON 14451 MYFORD RD RGA LUST TP A7 GW CLEANUP-TUSTIN,MY 14451 MYFORD CIWQS TP A8 SMITH IND. (TUNGSTON 14451 MYFORD ROAD RGA LUST TP A9 (SMITH IND.)TUNGSTO 14451 MYFORD ROAD RGA LUST TP A10 PACIFIC BELL C/O PAC 14451 MYLORD RD RCRA-SQG, FINDS, ECHO TP All SMITH TOOL/TUNGSTON 14451 MYFORD RD LUST,CERS HAZ WASTE,Orange Co. Industrial Site,... TP Al2 AT&T CALIFORNIA-LE 14451 MYFORD RD FINDS TP A13 TUNGSTON-CARBIDE(SM 14451 MYFORD ROAD RGA LUST TP A14 TUNGSTON-CARBIDE 14451 MYFORD ROAD RGA LUST TP A15 SMITH IND. (TUNGSTON 14451 MYFORD RD LUST TP A16 PACIFIC BELL 14451 MYFORD RD LUST,CA FID UST, EMI, HIST CORTESE TP Reg TUSTIN MARINE CORPS DOD Same 2582,0.489,SW B17 UNISEN INC 14410 MYFORD RCRA-SQG, FINDS, ECHO Lower 91,0.017, East B18 N2 IMAGING SYSTEMS L 14440 MYFORD RD CERS HAZ WASTE, HAZNET,CERS Lower 95,0.018, ESE B19 N2 IMAGING SYSTEM LL 14430 MYFORD RD CERS HAZ WASTE, NPDES, CIWQS,CERS Lower 109, 0.021, ESE B20 TEXAS INSTRUMENTS IN 14351 MYFORD ROAD RCRA-SQG, ENVIROSTOR, HIST UST, CA FID UST,... Higher 149, 0.028, ENE B21 SILICON SYSTEMS 14351 MYFORD RD UST, SWEEPS UST Higher 149, 0.028, ENE C22 CONSOLIDATED BEVERAG 2681 HIST CORTESE Higher 160, 0.030,WSW C23 CONSOLIDATED BEVERAG 2681 WALNUT AVE LUST, UST,CERS Higher 209, 0.040,West 24 MYFORD PARTNERS 14511 MYFORD ROAD RCRA-LQG Lower 244, 0.046, SSE D25 TRELLEBORG SEALING S 2761 WALNUT AVE CERS HAZ WASTE,CHMIRS, HAZNET,CERS Lower 250, 0.047, SSW D26 2761 WALNUT AVE RCRA-LQG Lower 250,0.047,SSW 27 WOODBRIDGE GLASS INC 14321 MYFORD RD CERS HAZ WASTE, HAZNET,CERS Higher 446, 0.084, NE E28 BRAXTON MFG 2641 WALNUT AVE RCRA-LQG, CERS HAZ WASTE, HAZNET, NPDES,CIWQS,... Higher 472, 0.089,West F29 HEADS UP INDUSTRIES 14352 FRANKLIN AVENU RCRA-SQG, FINDS, ECHO, HAZNET Higher 494, 0.094, NNW G30 14452 FRANKLIN AVE AST Higher 527,0.100, NW G31 LEVEL 3 COMMUNICATIO 14452 FRANKLIN AVE AST Higher 527, 0.100, NW G32 LEVEL 3 COMMUNICATIO 14452 FRANKLIN AVE CERS TANKS, HAZNET, CERS Higher 527, 0.100, NW H33 VERIZON WIRELESS:TU 2792 WALNUT AVE CERS TANKS,CERS Lower 590, 0.112, SSW H34 2792 WALNUT AVE AST Lower 590,0.112,SSW H35 VERIZON WIRELESS:TU 2792 WALNUT AVE AST Lower 590, 0.112, SSW H36 RICH HEALTH 2792 WALNUT AVE. SEMS-ARCHIVE Lower 590, 0.112, SSW 137 PALTEX EDITING&PRO 2752 WALNUT AVE RCRA-SQG, FINDS, ECHO Lower 597, 0.113, SW G38 AUTOMAX INC 14401 FRANKLIN AVE RCRA-SQG, FINDS, ECHO, HAZNET Higher 611, 0.116, NW 5655027.2s Page 2 F- MAPPED SITES SUMMARY Target Property Address: 14451 MYFORD ROAD TUSTIN, CA 92780 Click on Map ID to see full detail. MAP RELATIVE DIST(ft. &mi.) ID SITE NAME ADDRESS DATABASE ACRONYMS ELEVATION DIRECTION F39 CHEEK ENGINEERING& 14341 FRANKLIN AVENU RCRA-SQG, FINDS, ECHO, EMI, HAZNET, CERS Higher 645, 0.122, NNW E40 CIRCUIT TECH 2640 WALNUT AVE. UNI RCRA-SQG Higher 662, 0.125,West J41 PVP ADVANCED EO SYST 14312 FRANKLIN AVE S CERS HAZ WASTE, HAZNET,CERS Higher 687, 0.130, North J42 FL THERMOTECH 14312 FRANKLIN AVE RCRA-SQG Higher 687, 0.130, North J43 FL THERMOTECH 14312 FRANKLIN AVE RCRA-SQG, FINDS, ECHO Higher 687, 0.130, North J44 PVP ADVANCED EO SYST 14312 FRANKLIN AVE S RCRA NonGen/NLR Higher 687, 0.130, North H45 BIOPROBE INTERNATION 2842 WALNUT AVE SUIT RCRA-SQG, FINDS, ECHO Lower 707, 0.134, SSW H46 1X CRT LABS 2812 WALNUT AVE#A CERS HAZ WASTE, HAZNET,CERS Lower 726, 0.138, SSW 47 AVID BIOSERVICES, IN 14282 FRANKLIN AVE RCRA-SQG, CERS HAZ WASTE, HAZNET,CERS Higher 799, 0.151, North K48 ASINC, INCORPORATED 14661-C MYFORD ROAD RCRA-SQG Lower 807, 0.153, South 49 SECOND SOURCE COMPUT 14712 BENTLEY CIR RCRA-SQG, FINDS, ECHO Lower 810, 0.153, SW 50 GUY KYLE ENTERPRISES 2600 WALNUT AVE STE DRYCLEANERS Higher 818, 0.155,West 151 ARCO INDUSTRIES/WEST 14711 SINCLAIR CIRCL RCRA NonGen/NLR Lower 873, 0.165, SW 152 AIRCRAFT QUALITY MET 14711 SINCLAIR CIRCL RCRA NonGen/NLR Lower 873, 0.165, SW K53 PERFECT LAMINATION 14701-C MYFORD RD RCRA-SQG, HAZNET Lower 937, 0.177, South J54 RENAL DEVICES INC 14281 FRANKLIN AVE RCRA-SQG, FINDS, ECHO Higher 938, 0.178, North 55 VANDAL ENGINEERING 2822 WALNUT AVE STE CERS HAZ WASTE, HAZNET,CERS Lower 943, 0.179, SSW J56 AVID BIOSERVICES, IN 14272 FRANKLIN AVE CERS HAZ WASTE, HAZNET,CERS Higher 944, 0.179, North J57 ANDOTEK INC 14272 FRANKLIN AVE S RCRA-SQG, FINDS, ECHO, HAZNET Higher 944, 0.179, North K58 BECWAR ENGINEERING 14701 C MYFORD RD RCRA-SQG, FINDS, ECHO, HAZNET Lower 971, 0.184, South L59 AVID BIOSERVICES, IN 14191 MYFORD RD. RCRA-SQG Higher 1000,0.189, NE L60 SMC CORPORATION OF A 14191 MYFORD RD CERS HAZ WASTE, HAZNET,CERS Higher 1000,0.189, NE M61 TEXACO, INC. 2472 CHAMBERS ST HIST CORTESE Higher 1040,0.197,WNW N62 COLORGRAPHICS INC 14382 CHAMBERS RD RCRA-SQG, HAZNET, CERS Higher 1056,0.200, NW N63 THUNDERBIRD IRRIGATI 14402 CHAMBERS ROAD RCRA-SQG, FINDS, ECHO, HAZNET Higher 1068,0.202, NW M64 MELLES GRIOT COMPOSI 14450 CHAMBERS RD RCRA-SQG, FINDS, ECHO Higher 1096,0.208, NW 065 PEARLWORKS INC 14251 FRANKLIN AVE RCRA-SQG, CERS HAZ WASTE, HAZNET,CERS Higher 1108,0.210, North P66 PROGRESSIVE LABEL& 2852 WALNUT AVE STE CERS HAZ WASTE, HAZNET Lower 1110,0.210,SSW P67 PROGRESSIVE LABEL& 2852 WALNUT AVE STE RCRA NonGen/NLR Lower 1110,0.210,SSW Q68 PROTOOL CO 14771 MYFORD RD STE CERS HAZ WASTE, HAZNET,CERS Lower 1177,0.223,South N69 THOMAS&BETTS CORP 14401 CHAMBERS RD RCRA NonGen/NLR, FINDS, ECHO Higher 1199,0.227, NW Q70 PROTOOL CO 14771 D MYFORD RD RCRA-SQG Lower 1219,0.231,South 71 N2 IMAGING SYSTEMS 14341 CHAMBERS RD CERS HAZ WASTE, HAZNET,CERS Higher 1237,0.234, NNW 072 TRUESDAIL LABORATORI 14201 FRANKLIN AVENU RCRA-SQG, ENVIROSTOR,VCP, HIST UST, DEED, FINDS,... Higher 1284,0.243, North 73 PERFECT LAMINATION 1 14731 FRANKLIN AVE U RCRA-SQG, FINDS, ECHO Higher 1304,0.247,West Q74 DINAMATION INTERNATI 14791 MYFORD RD CERS HAZ WASTE, HAZNET,CERS Lower 1313,0.249,South R75 SCHICK MOVING AND ST 2721 MICHELLE LUST,CERS HAZ WASTE,CERS TANKS, CA FID UST,... Higher 1661,0.315, NE R76 SCHICK MOVING AND ST 2721 MICHELLE DR LUST Higher 1661,0.315, NE S77 SHIPLEY COMPANY, LLC 2631 MICHELLE DR ENVIROSTOR, LUST, DEED, HIST CORTESE,CERS Higher 1717,0.325, NNE 5655027.2s Page 3 F- MAPPED SITES SUMMARY Target Property Address: 14451 MYFORD ROAD TUSTIN, CA 92780 Click on Map ID to see full detail. MAP RELATIVE DIST(ft. &mi.) ID SITE NAME ADDRESS DATABASE ACRONYMS ELEVATION DIRECTION S78 SHIPLEY COMPANY, LLC 2631 MICHELLE DRIVE SEMS-ARCHIVE, CORRACTS, RCRA-TSDF, RCRA-SQG, US...Higher 1717,0.325, NNE S79 SHIPLEY COMPANY, LLC 2631 MICHELLE DRIVE LUST, DEED, HAZNET,CERS Higher 1717,0.325, NNE S80 DYNACHEM CORPORATION 2631 MICHELLE DRIVE LUST, HIST UST, HWP Higher 1717,0.325, NNE 81 DEWATERINGIRVINEDENI 3201 WALNUT AV Cortese, ENF,WDS,CIWQS Lower 2013,0.381,SE 82 TUSTIN PARCEL A 2300 BLOCK EDINGER A ENVIROSTOR Lower 2934,0.556,West 83 OAK CREEK ELEMENTARY DOVE CREEK/EAGLE CRE ENVIROSTOR,SCH,CERS Higher 2952,0.559, East 84 TUSTIN RAD BOMB/SCOR ENVIROSTOR Lower 3376,0.639,West T85 TUSTIN NG RIFLE RANG APPLE TREE DR./COCO RESPONSE, ENVIROSTOR Lower 3481,0.659,West T86 TUSTIN NATIL GUARD R FUDS Lower 3495,0.662,West 87 K-5 RAWLINGS SCHOOL RAWLINGS WAY/FAIRGAT ENVIROSTOR,SCH,CERS Higher 5018,0.950, NNW 88 TUSTIN PARCEL D EDINGER AVE. &HARVA ENVIROSTOR Lower 5038,0.954,South 5655027.2s Page 4 EXECUTIVE SUMMARY TARGET PROPERTY SEARCH RESULTS The target property was identified in the following records. For more information on this property see page 8 of the attached EDR Radius Map report: Site Database(s) EPA ID SMITH IND. (TUNGSTON FINDS N/A 14451 MYFORD RD Registry ID:: 110066434941 TUSTIN, CA 92680 SMITH INTERNATIONAL HAZNET N/A 14451 MYFORD RD GEPAID: CAD981690175 TUSTIN, CA 92681 GW CLEANUP-TUSTINNAM FINDS N/A 14451 MYFORD Registry ID:: 110065360273 TUSTIN, CA 92681 PACIFIC BELL HAZNET N/A 14451 MYFORD RD GEPAID: CAD982524431 TUSTIN, CA 92680 PACIFIC BELL UST N/A 14451 MYFORD RD Database: UST, Date of Government Version: 12/10/2018 TUSTIN, CA 92780 Facility Id:622 SWEEPS UST Status:A Comp Number:622 SMITH IND. (TUNGSTON RGA LUST N/A 14451 MYFORD RD TUSTIN, CA GW CLEANUP-TUSTIN,MY CIWQS N/A 14451 MYFORD TUSTIN, CA 92681 SMITH IND. (TUNGSTON RGA LUST N/A 14451 MYFORD ROAD TUSTIN, CA (SMITH IND.)TUNGSTO RGA LUST N/A 14451 MYFORD ROAD TUSTIN, CA TC5655027.2s EXECUTIVE SUMMARY 5 EXECUTIVE SUMMARY PACIFIC BELL C/O PAC RCRA-SQG CAD982524431 14451 MYLORD RD EPA ID::CAD982524431 TUSTIN,CA 92780 FINDS Registry ID:: 110006480888 ECHO Registry ID:110006480888 SMITH TOOL/TUNGSTON LUST N/A 14451 MYFORD RD Database:LUST,Date of Government Version: 12/10/2018 TUSTIN,CA 92780 Status:Completed-Case Closed Global Id:T0605900457 CERS HAZ WASTE Orange Co. Industrial Site Current Status:CLOSED 1/1/1965 Case ID:88ICO70 CERS AT&T CALIFORNIA-LE FINDS N/A 14451 MYFORD RD Registry ID:: 110059754779 TUSTIN,CA 92780 TUNGSTON-CARBIDE(SM RGA LUST N/A 14451 MYFORD ROAD TUSTIN,CA TUNGSTON-CARBIDE RGA LUST N/A 14451 MYFORD ROAD TUSTIN,CA SMITH IND.(TUNGSTON LUST N/A 14451 MYFORD RD Database:LUST REG 8,Date of Government Version:02/14/2005 TUSTIN,CA 92680 Facility Status: Remedial action(cleanup)Underway Global ID:T0605900457 PACIFIC BELL LUST N/A 14451 MYFORD RD Database:ORANGE CO.LUST,Date of Government Version:01/02/2019 TUSTIN,CA 92680 Facility Id:86UT135 CA FID UST Facility Id:30000624 Status:A EMI Facility Id:56770 HIST CORTESE Reg Id:083000571T TC5655027.2s EXECUTIVE SUMMARY 6 EXECUTIVE SUMMARY Reg Id: 083000951T DATABASES WITH NO MAPPED SITES No mapped sites were found in EDR's search of available ("reasonably ascertainable ") government records either on the target property or within the search radius around the target property for the following databases: STANDARD ENVIRONMENTAL RECORDS Federal NPL site list NPL___________________________ National Priority List Proposed NPL________________ Proposed National Priority List Sites NPL LIENS-------------------- Federal Superfund Liens Federal Delisted NPL site list Delisted NPL__________________ National Priority List Deletions Federal CERCLIS list FEDERAL FACILITY__________ Federal Facility Site Information listing SEMS_________________________ Superfund Enterprise Management System Federal RCRA generators list RCRA-CESQG---------------- RCRA-Conditionally Exempt Small Quantity Generator Federal institutional controls/engineering controls registries LUCIS_________________________ Land Use Control Information System US ENG CONTROLS_________ Engineering Controls Sites List Federal ERNS list ERNS_________________________ Emergency Response Notification System State and tribal landfill and/or solid waste disposal site lists SWF/LF_______________________ Solid Waste Information System State and tribal leaking storage tank lists INDIAN LUST_________________ Leaking Underground Storage Tanks on Indian Land CPS-SLIC--------------------- Statewide SLIC Cases State and tribal registered storage tank lists FEMA UST____________________ Underground Storage Tank Listing TC5655027.2s EXECUTIVE SUMMARY 7 EXECUTIVE SUMMARY INDIAN UST__________________ Underground Storage Tanks on Indian Land State and tribal voluntary cleanup sites INDIAN VCP__________________ Voluntary Cleanup Priority Listing State and tribal Brownfields sites BROWNFIELDS______________ Considered Brownfieds Sites Listing ADDITIONAL ENVIRONMENTAL RECORDS Local Brownfield lists US BROWNFIELDS-----------A Listing of Brownfields Sites Local Lists of Landfill/Solid Waste Disposal Sites WMUDS/SWAT_______________ Waste Management Unit Database SWRCY_______________________ Recycler Database HAULERS--------------------- Registered Waste Tire Haulers Listing INDIAN ODI___________________ Report on the Status of Open Dumps on Indian Lands ODI___________________________ Open Dump Inventory DEBRIS REGION 9___________ Torres Martinez Reservation Illegal Dump Site Locations IHS OPEN DUMPS___________ Open Dumps on Indian Land Local Lists of Hazardous waste/Contaminated Sites US HIST CDL_________________ Delisted National Clandestine Laboratory Register HIST Cal-Sites---------------- Historical Calsites Database SCH___________________________ School Property Evaluation Program CDL___________________________ Clandestine Drug Labs Toxic Pits_____________________ Toxic Pits Cleanup Act Sites US CDL_______________________ National Clandestine Laboratory Register PFAS-------------------------- PFAS Contamination Site Location Listing Local Land Records LIENS_________________________ Environmental Liens Listing LIENS 2_______________________ CERCLA Lien Information Records of Emergency Release Reports HMIRS________________________ Hazardous Materials Information Reporting System CHMIRS______________________ California Hazardous Material Incident Report System LDS___________________________ Land Disposal Sites Listing MCS__________________________ Military Cleanup Sites Listing SPILLS 90____________________ SPILLS 90 data from FirstSearch Other Ascertainable Records SCRD DRYCLEANERS_______ State Coalition for Remediation of Drycleaners Listing US FIN ASSUR_______________ Financial Assurance Information EPA WATCH LIST____________ EPA WATCH LIST TC5655027.2s EXECUTIVE SUMMARY 8 EXECUTIVE SUMMARY 2020 COR ACTION----------- 2020 Corrective Action Program List TSCA------------------------- Toxic Substances Control Act TRIS-------------------------- Toxic Chemical Release Inventory System SSTS-------------------------. Section 7 Tracking Systems ROD-------------------------- Records Of Decision RMP-------------------------- Risk Management Plans RAATS------------------------ RCRA Administrative Action Tracking System PRP--------------------------- Potentially Responsible Parties PADS------------------------- PCB Activity Database System ICIS--------------------------- Integrated Compliance Information System FTTS-------------------------- FIFRA/TSCA Tracking System- FIFRA(Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA(Toxic Substances Control Act) MLTS------------------------- Material Licensing Tracking System COAL ASH DOE-------------- Steam-Electric Plant Operation Data COAL ASH EPA-------------- Coal Combustion Residues Surface Impoundments List PCB TRANSFORMER------- PCB Transformer Registration Database RADINFO--------------------- Radiation Information Database HIST FTTS-------------------- FIFRA/TSCA Tracking System Administrative Case Listing DOT OPS--------------------- Incident and Accident Data CONSENT-------------------- Superfund (CERCLA)Consent Decrees INDIAN RESERV------------- Indian Reservations FUSRAP---------------------- Formerly Utilized Sites Remedial Action Program UMTRA----------------------- Uranium Mill Tailings Sites LEAD SMELTERS------------ Lead Smelter Sites US AIRS---------------------- Aerometric Information Retrieval System Facility Subsystem US MINES-------------------- Mines Master Index File ABANDONED MINES--------.Abandoned Mines UXO--------------------------- Unexploded Ordnance Sites DOCKET HWC---------------. Hazardous Waste Compliance Docket Listing FUELS PROGRAM----------- EPA Fuels Program Registered Listing CA BOND EXP. PLAN-------- Bond Expenditure Plan CUPA Listings----------------. CUPA Resources List ENF--------------------------- Enforcement Action Listing Financial Assurance----------. Financial Assurance Information Listing ICE---------------------------- ICE HWT-------------------------- Registered Hazardous Waste Transporter Database MINES------------------------ Mines Site Location Listing MWMP------------------------ Medical Waste Management Program Listing NPDES-----------------------. NPDES Permits Listing PEST LIC--------------------- Pesticide Regulation Licenses Listing PROC------------------------- Certified Processors Database Notify 65---------------------- Proposition 65 Records UIC---------------------------. UIC Listing UIC GEO---------------------- UIC GEO (GEOTRACKER) WASTEWATER PITS--------- Oil Wastewater Pits Listing WDS-------------------------- Waste Discharge System MILITARY PRIV SITES------- MILITARY PRIV SITES (GEOTRACKER) PROJECT--------------------- PROJECT(GEOTRACKER) WDR-------------------------- Waste Discharge Requirements Listing WIP--------------------------- Well Investigation Program Case List NON-CASE INFO------------- NON-CASE INFO(GEOTRACKER) OTHER OIL GAS------------- OTHER OIL&GAS (GEOTRACKER) PROD WATER PONDS------- PROD WATER PONDS (GEOTRACKER) SAMPLING POINT-----------. SAMPLING POINT(GEOTRACKER) WELL STIM PROJ------------ Well Stimulation Project(GEOTRACKER) TC5655027.2s EXECUTIVE SUMMARY 9 EXECUTIVE SUMMARY EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records EDR MGP_____________________ EDR Proprietary Manufactured Gas Plants EDR Hist Auto----------------- EDR Exclusive Historical Auto Stations EDR Hist Cleaner_____________ EDR Exclusive Historical Cleaners EDR RECOVERED GOVERNMENT ARCHIVES Exclusive Recovered Govt.Archives RGA LF_______________________ Recovered Government Archive Solid Waste Facilities List SURROUNDING SITES: SEARCH RESULTS Surrounding sites were identified in the following databases. Elevations have been determined from the USGS Digital Elevation Model and should be evaluated on a relative (not an absolute) basis. Relative elevation information between sites of close proximity should be field verified. Sites with an elevation equal to or higher than the target property have been differentiated below from sites with an elevation lower than the target property. Page numbers and map identification numbers refer to the EDR Radius Map report where detailed data on individual sites can be reviewed. Sites listed in bold italics are in multiple databases. Unmappable (orphan)sites are not considered in the foregoing analysis. STANDARD ENVIRONMENTAL RECORDS Federal CERCLIS NFRAP site list SEMS-ARCHIVE: SEMS-ARCHIVE (Superfund Enterprise Management System Archive)tracks sites that have no further interest under the Federal Superfund Program based on available information.The list was formerly known as the CERCLIS-NFRAP, renamed to SEMS ARCHIVE by the EPA in 2015. EPA may perform a minimal level of assessment work at a site while it is archived if site conditions change and/or new information becomes available.Archived sites have been removed and archived from the inventory of SEMS sites.Archived status indicates that,to the best of EPA's knowledge, assessment at a site has been completed and that EPA has determined no further steps will be taken to list the site on the National Priorities List (NPL), unless information indicates this decision was not appropriate or other considerations require a recommendation for listing at a later time. The decision does not necessarily mean that there is no hazard associated with a given site; it only means that. based upon available information, the location is not judged to be potential NPL site. A review of the SEMS-ARCHIVE list, as provided by EDR, and dated 03/11/2019 has revealed that there are 2 SEMS-ARCHIVE sites within approximately 0.5 miles of the target property. Equal/Higher Elevation Address Direction/Distance Map ID Page SHIPLEY COMPANY,LLC 2631 MICHELLE DRIVE NNE 1/4-1/2(0.325 mi.) S78 420 Site ID: 0900239 TC5655027.2s EXECUTIVE SUMMARY 10 EXECUTIVE SUMMARY EPA Id:CAD008334260 Lower Elevation Address Direction/Distance Map ID Page RICH HEALTH 2792 WALNUT AVE. SSW 0- 1/8(0.112 mi.) H36 194 Site ID: 0901321 EPA Id:CAD040525826 Federal RCRA CORRACTS facilities list CORRACTS: CORRACTS is a list of handlers with RCRA Corrective Action Activity. This report shows which nationally-defined corrective action core events have occurred for every handler that has had corrective action activity. A review of the CORRACTS list, as provided by EDR, and dated 03/25/2019 has revealed that there is 1 CORRACTS site within approximately 1 mile of the target property. Equal/Higher Elevation Address Direction/Distance Map ID Page SHIPLEY COMPANY,LLC 2631 MICHELLE DRIVE NNE 1/4-1/2(0.325 mi.) S78 420 EPA ID::CAD008334260 Federal RCRA non-CORRACTS TSD facilities list RCRA-TSDF: RCRAInfo is EPA's comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act(RCRA)of 1976 and the Hazardous and Solid Waste Amendments(HSWA) of 1984. The database includes selective information on sites which generate,transport, store,treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act(RCRA). Transporters are individuals or entities that move hazardous waste from the generator offsite to a facility that can recycle, treat, store, or dispose of the waste. TSDFs treat, store, or dispose of the waste. A review of the RCRA-TSDF list,as provided by EDR, and dated 03/25/2019 has revealed that there is 1 RCRA-TSDF site within approximately 0.5 miles of the target property. Equal/Higher Elevation Address Direction/Distance Map ID Page SHIPLEY COMPANY,LLC 2631 MICHELLE DRIVE NNE 1/4-1/2(0.325 mi.) S78 420 EPA ID::CAD008334260 Federal RCRA generators list RCRA-LQG: RCRAInfo is EPA's comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act(RCRA)of 1976 and the Hazardous and Solid Waste Amendments(HSWA) of 1984. The database includes selective information on sites which generate,transport, store,treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act(RCRA). Large quantity generators (LQGs)generate over 1,000 kilograms(kg)of hazardous waste, or over 1 kg of acutely hazardous waste per month. A review of the RCRA-LQG list, as provided by EDR, and dated 03/25/2019 has revealed that there are 3 TC5655027.2s EXECUTIVE SUMMARY 11 EXECUTIVE SUMMARY RCRA-LQG sites within approximately 0.25 miles of the target property. Equal/Higher Elevation Address Direction/Distance Map ID Page BRAXTON MFG 2641 WALNUT AVE W 0-1/8(0.089 mi.) E28 144 EPA ID::CAR000204909 Lower Elevation Address Direction/Distance Map ID Page MYFORD PARTNERS 14511 MYFORD ROAD SSE 0-1/8(0.046 mi.) 24 63 EPA ID::CAR000159673 Not reported 2761 WALNUT AVE SSW 0- 1/8(0.047 mi.) D26 124 EPA ID::CAD040524332 RCRA-SQG: RCRAInfo is EPA's comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act(RCRA)of 1976 and the Hazardous and Solid Waste Amendments(HSWA) of 1984. The database includes selective information on sites which generate,transport, store,treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act(RCRA). Small quantity generators (SQGs)generate between 100 kg and 1,000 kg of hazardous waste per month. A review of the RCRA-SQG list, as provided by EDR, and dated 03/25/2019 has revealed that there are 25 RCRA-SQG sites within approximately 0.25 miles of the target property. Equal/Higher Elevation Address Direction/Distance Map ID Page TEXAS INSTRUMENTS IN 14351 MYFORD ROAD ENE 0-1/8(0.028 mi.) B20 52 EPA ID::CAD064469679 HEADS UP INDUSTRIES 14352 FRANKLIN AVENU NNW 0-1/8(0.094 mi.) F29 168 EPA ID::CAD096884275 AUTOMAX INC 14401 FRANKLIN AVE NW 0-1/8(0.116 mi.) G38 197 EPA ID::CAD983592270 CHEEK ENGINEERING& 14341 FRANKLIN AVENU NNW 0-1/8(0.122 mi.) F39 200 EPA ID::CAD981171838 CIRCUIT TECH 2640 WALNUT AVE. UNI W 1/8-1/4(0.125 mi.) E40 207 EPA ID::CAD052817301 FL THERMOTECH 14312 FRANKLIN AVE N 1/8- 1/4(0.130 mi.) J42 222 EPA ID::CAD981378557 FL THERMOTECH 14312 FRANKLIN AVE N 1/8-1/4(0.130 mi.) J43 223 EPA ID::CAD981163421 AVID BIOSERVICES,IN 14282 FRANKLIN AVE N 1/8-1/4(0.151 mi.) 47 237 EPA ID::CAR000208785 RENAL DEVICES INC 14281 FRANKLIN AVE N 1/8-1/4(0.178 mi.) J54 254 EPA ID::CAD085596799 ANDOTEK INC 14272 FRANKLIN AVE S N 1/8-1/4(0.179 mi.) J57 271 EPA ID::CAR000044602 AVID BIOSERVICES, IN 14191 MYFORD RD. NE 1/8-1/4(0.189 mi.) L59 277 EPA ID::CAR000290486 COLORGRAPHICS INC 14382 CHAMBERS RD NW 1/8-1/4(0.200 mi.) N62 287 EPA ID::CAR000078253 THUNDERBIRD IRRIGATI 14402 CHAMBERS ROAD NW 1/8-1/4(0.202 mi.) N63 291 TC5655027.2s EXECUTIVE SUMMARY 12 EXECUTIVE SUMMARY EPA ID::CAD046593356 MELLES GRIOT COMPOST 14450 CHAMBERS RD NW 1/8-1/4(0.208 mi.) M64 294 EPA ID::CAD981163447 PEARLWORKS INC 14251 FRANKLIN AVE N 1/8-1/4(0.210 mi.) 065 296 EPA ID::CAR000173658 TRUESDAIL LABORATORI 14201 FRANKLIN AVENU N 1/8-1/4(0.243 mi.) 072 333 EPA ID::CAD981379282 PERFECT LAMINATION 1 14731 FRANKLIN AVE U W 1/8-1/4(0.247 mi.) 73 349 EPA ID::CAD981425366 Lower Elevation Address Direction/Distance Map ID Page UNISEN INC 14410 MYFORD E 0-1/8(0.017 mi.) B17 34 EPA ID::CAR000048397 PALTEX EDITING&PRO 2752 WALNUT AVE SW 0-1/8(0.113 mi.) 137 195 EPA ID::CAD981583115 BIOPROBE INTERNA TION 2842 WALNUT AVE SUIT SSW 1/8-1/4(0.134 mi.) H45 226 EPA ID::CAD982030611 ASINC, INCORPORATED 14661-C MYFORD ROAD S 1/8- 1/4(0.153 mi.) K48 245 EPA ID::CAD981375785 SECOND SOURCE COMPUT 14712 BENTLEY CIR S W 1/8-1/4(0.153 mi.) 49 247 EPA ID::CAD981642549 PERFECT LAMINATION 14701-C MYFORD RD S 1/8-1/4(0.177 mi.) K53 251 EPA ID::CAD982347452 BECWAR ENGINEERING 14701 C MYFORD RD S 1/8-1/4(0.184 mi.) K58 273 EPA ID::CAD058252602 PROTOOL CO 14771 D MYFORD RD S 1/8- 1/4(0.231 mi.) Q70 325 EPA ID::CAD067780148 Federal institutional controls/engineering controls registries US INST CONTROL:A listing of sites with institutional controls in place. Institutional controls include administrative measures, such as groundwater use restrictions, construction restrictions, property use restrictions, and post remediation care requirements intended to prevent exposure to contaminants remaining on site. Deed restrictions are generally required as part of the institutional controls. A review of the US INST CONTROL list, as provided by EDR, and dated 01/31/2019 has revealed that there is 1 US INST CONTROL site within approximately 0.5 miles of the target property. Equal/Higher Elevation Address Direction/Distance Map ID Page SHIPLEY COMPANY,LLC 2631 MICHELLE DRIVE NNE 1/4-1/2(0.325 mi.) S78 420 EPA ID::CAD008334260 TC5655027.2s EXECUTIVE SUMMARY 13 EXECUTIVE SUMMARY State-and tribal-equivalent NPL RESPONSE: Identifies confirmed release sites where DTSC is involved in remediation, either in a lead or oversight capacity. These confirmed release sites are generally high-priority and high potential risk. A review of the RESPONSE list, as provided by EDR, has revealed that there is 1 RESPONSE site within approximately 1 mile of the target property. Lower Elevation Address Direction/Distance Map ID Page TUSTIN NG RIFLE RANG APPLE TREE DR✓COCO W 1/2-1(0.659 mi.) T85 452 Database: RESPONSE, Date of Government Version: 01/28/2019 Status: No Further Action Facility Id:80000488 State-and tribal-equivalent CERCLIS ENVIROSTOR:The Department of Toxic Substances Control's (DTSC's) Site Mitigation and Brownfields Reuse Program's(SMBRP's) EnviroStor database identifes sites that have known contamination or sites for which there may be reasons to investigate further. The database includes the following site types: Federal Superfund sites (National Priorities List (NPL)); State Response, including Military Facilities and State Superfund;Voluntary Cleanup; and School sites. EnviroStor provides similar information to the information that was available in CalSites, and provides additional site information, including, but not limited to, identification of formerly-contaminated properties that have been released for reuse, properties where environmental deed restrictions have been recorded to prevent inappropriate land uses, and risk characterization information that is used to assess potential impacts to public health and the environment at contaminated sites. A review of the ENVIROSTOR list, as provided by EDR, and dated 01/28/2019 has revealed that there are 9 ENVIROSTOR sites within approximately 1 mile of the target property. Equal/Higher Elevation Address Direction/Distance Map ID Page TEXAS INSTRUMENTS IN 14351 MYFORD ROAD ENE 0-1/8(0.028 mi.) B20 52 Facility Id:71002522 Status: Inactive-Needs Evaluation TRUESDAIL LABORATORI 14201 FRANKLIN AVENU N 1/8-1/4(0.243 mi.) 072 333 Facility Id:60002347 Status:Certified O&M-Land Use Restrictions Only SHIPLEY COMPANY,LLC 2631 MICHELLE DR NNE 1/4-1/2(0.325 mi.) S77 412 Facility Id:71002194 Facility Id:80001562 Status:Certified O&M-Land Use Restrictions Only OAK CREEK ELEMENTARY DOVE CREEK/EAGLE CRE E 1/2-1(0.559 mi.) 83 448 Facility Id:30010004 Status: No Action Required K-5 RAWLINGS SCHOOL RAWLINGS WAY/FAIRGAT NNW 1/2-1(0.950 mi.) 87 455 Facility Id:30010003 Status: No Further Action Lower Elevation Address Direction/Distance Map ID Page TUSTIN PARCEL A 2300 BLOCK EDINGER A W 1/2-1 (0.556 mi.) 82 447 TC5655027.2s EXECUTIVE SUMMARY 14 EXECUTIVE SUMMARY Facility Id:30970005 Status: No Further Action TUSTIN RAD BOMB/SCOR W 1/2-1 (0.639 mi.) 84 451 Facility Id:80000427 Status: Inactive-Needs Evaluation TUSTIN NG RIFLE RANG APPLE TREE DR✓COCO W 1/2-1(0.659 mi.) T85 452 Facility Id:80000488 Status: No Further Action TUSTIN PARCEL D EDINGER AVE.&HARVA S 1/2- 1 (0.954 mi.) 88 458 Facility Id:30970007 Status: No Further Action State and tribal leaking storage tank lists LUST: Leaking Underground Storage Tank (LUST) Sites included in GeoTracker. GeoTracker is the Water Boards data management system for sites that impact, or have the potential to impact, water quality in California, with emphasis on groundwater. A review of the LUST list, as provided by EDR, has revealed that there are 6 LUST sites within approximately 0.5 miles of the target property. Equal/Higher Elevation Address Direction/Distance Map ID Page CONSOLIDATED BEVERAG 2681 WALNUT AVE W 0-1/8(0.040 mi.) C23 60 Database: LUST REG 8, Date of Government Version:02/14/2005 Database:ORANGE CO. LUST, Date of Government Version:01/02/2019 Database: LUST, Date of Government Version: 12/10/2018 Status:Completed-Case Closed Facility Id:90UT103 Facility Status: Case Closed Global Id:T0605901147 Global ID:T0605901147 SCHICK MOVING AND ST 2721 MICHELLE NE 1/4-1/2(0.315 mi.) R75 358 Database:ORANGE CO. LUST, Date of Government Version:01/02/2019 Database: LUST, Date of Government Version: 12/10/2018 Status:Completed-Case Closed Facility Id:96UT049 Global Id:T0605902032 SCHICK MOVING AND ST 2721 MICHELLE DR NE 1/4-1/2(0.315 mi.) R76 411 Database: LUST REG 8, Date of Government Version:02/14/2005 Facility Status: Pollution Characterization Global ID:T0605902032 SHIPLEY COMPANY,LLC 2631 MICHELLE DR NNE 1/4-1/2(0.325 mi.) S77 412 Database: LUST, Date of Government Version: 12/10/2018 Status:Completed-Case Closed Global Id:T0605900227 SHIPLEY COMPANY,LLC 2631 MICHELLE DRIVE NNE 1/4-1/2(0.325 mi.) S79 439 Database:ORANGE CO. LUST, Date of Government Version:01/02/2019 Facility Id:86UT104 DYNA CHEM CORPORATION 2631 MICHELLE DRIVE NNE 1/4-1/2(0.325 mi.) S80 440 Database: LUST REG 8, Date of Government Version:02/14/2005 TC5655027.2s EXECUTIVE SUMMARY 15 EXECUTIVE SUMMARY Facility Status: Case Closed Global ID:T0605900227 State and tribal registered storage tank lists UST: The Underground Storage Tank database contains registered USTs. USTs are regulated under Subtitle I of the Resource Conservation and Recovery Act(RCRA). The data come from the State Water Resources Control Board's Hazardous Substance Storage Container Database. A review of the UST list, as provided by EDR, has revealed that there are 2 UST sites within approximately 0.25 miles of the target property. Equal/Higher Elevation Address Direction/Distance Map ID Page SILICON SYSTEMS 14351 MYFORD RD ENE 0-1/8(0.028 mi.) B21 59 Database: UST, Date of Government Version: 12/10/2018 Facility Id:3600 CONSOLIDATED BEVERAG 2681 WALNUT AVE W 0-1/8(0.040 mi.) C23 60 Database: UST, Date of Government Version: 12/10/2018 Facility Id: 11192 AST:A listing of aboveground storage tank petroleum storage tank locations. A review of the AST list, as provided by EDR, has revealed that there are 4 AST sites within approximately 0.25 miles of the target property. Equal/Higher Elevation Address Direction/Distance Map ID Page Not reported 14452 FRANKLIN AVE NW 0-1/8(0.100 mi.) G30 171 Database:AST, Date of Government Version:07/06/2016 LEVEL 3 COMMUNICATIO 14452 FRANKLIN AVE NW 0-1/8(0.100 mi.) G31 171 Database:AST, Date of Government Version:07/06/2016 Lower Elevation Address Direction/Distance Map ID Page Not reported 2792 WALNUT AVE SSW 0- 1/8(0.112 mi.) H34 193 Database:AST, Date of Government Version:07/06/2016 VERIZON WIRELESS:TU 2792 WALNUT AVE SSW 0- 1/8(0.112 mi.) H35 193 Database:AST, Date of Government Version:07/06/2016 State and tribal voluntary cleanup sites VCP: Contains low threat level properties with either confirmed or unconfirmed releases and the project proponents have request that DTSC oversee investigation and/or cleanup activities and have agreed to provide coverage for DTSC's costs. A review of the VCP list, as provided by EDR, and dated 01/28/2019 has revealed that there is 1 VCP TC5655027.2s EXECUTIVE SUMMARY 16 EXECUTIVE SUMMARY site within approximately 0.5 miles of the target property. Equal/Higher Elevation Address Direction/Distance Map ID Page TRUESDAIL LABORATORI 14201 FRANKLIN AVENU N 1/8-1/4(0.243 mi.) 072 333 Status:Certified O&M-Land Use Restrictions Only Facility Id:60002347 ADDITIONAL ENVIRONMENTAL RECORDS Local Lists of Hazardous waste/Contaminated Sites CERS HAZ WASTE: List of sites in the California Environmental Protection Agency(CalEPA) Regulated Site Portal which fall under the Hazardous Chemical Management, Hazardous Waste Onsite Treatment, Household Hazardous Waste Collection, Hazardous Waste Generator, and RCRA LQ HW Generator programs. A review of the CERS HAZ WASTE list, as provided by EDR, and dated 04/09/2019 has revealed that there are 16 CERS HAZ WASTE sites within approximately 0.25 miles of the target property. Equal/Higher Elevation Address Direction/Distance Map ID Page WOODBRIDGE GLASS INC 14321 MYFORD RD NE 0-1/8(0.084 mi.) 27 125 BRAXTON MFG 2641 WALNUT AVE W 0-1/8(0.089 mi.) E28 144 PVP ADVANCED EO SYST 14312 FRANKLIN AVE S N 1/8-1/4(0.130 mi.) J41 208 AVID BIOSERVICES,IN 14282 FRANKLIN AVE N 1/8-1/4(0.151 mi.) 47 237 AVID BIOSERVICES,IN 14272 FRANKLIN AVE N 1/8-1/4(0.179 mi.) J56 265 SMC CORPORATION OF A 14191 MYFORD RD NE 1/8-1/4(0.189 mi.) L60 279 PEARLWORKS INC 14251 FRANKLIN AVE N 1/8-1/4(0.210 mi.) 065 296 N2 IMAGING SYSTEMS 14341 CHAMBERS RD NNW 1/8-1/4(0.234 mi.) 71 327 Lower Elevation Address Direction/Distance Map ID Page N2 IMAGING SYSTEMS L 14440 MYFORD RD ESE 0-1/8(0.018 mi.) B18 36 N2 IMAGING SYSTEM LL 14430 MYFORD RD ESE 0-1/8(0.021 mi.) B19 43 TRELLEBORG SEALING S 2761 WALNUT AVE SSW 0-1/8(0.047 mi.) D25 64 1X CRT LABS 2812 WALNUT AVE#A SSW 1/8-1/4(0.138 mi.) H46 228 VANDAL ENGINEERING 2822 WALNUT AVE STE SSW 1/8-1/4(0.179 mi.) 55 256 PROGRESSIVE LABEL& 2852 WALNUT AVE STE SSW 1/8-1/4(0.210 mi.) P66 308 PROTOOL CO 14771 MYFORD RD STE S 1/8-1/4(0.223 mi.) Q68 311 DINAMATION INTERNATI 14791 MYFORD RD S 1/8-1/4(0.249 mi.) Q74 351 Local Lists of Registered Storage Tanks SWEEPS UST: Statewide Environmental Evaluation and Planning System. This underground storage tank listing was updated and maintained by a company contacted by the SWRCB in the early 1990's. The listing is no longer updated or maintained. The local agency is the contact for more information on a site on the SWEEPS list. A review of the SWEEPS UST list,as provided by EDR, and dated 06/01/1994 has revealed that there is 1 SWEEPS UST site within approximately 0.25 miles of the target property. Equal/Higher Elevation Address Direction/Distance Map ID Page SILICON SYSTEMS 14351 MYFORD RD ENE 0-1/8(0.028 mi.) B21 59 TC5655027.2s EXECUTIVE SUMMARY 17 EXECUTIVE SUMMARY Status:A Tank Status:A Comp Number:3600 HIST UST: Historical UST Registered Database. A review of the HIST UST list, as provided by EDR, and dated 10/15/1990 has revealed that there are 2 HIST UST sites within approximately 0.25 miles of the target property. Equal/Higher Elevation Address Direction/Distance Map ID Page TEXAS INSTRUMENTS IN 14351 MYFORD ROAD ENE 0-1/8(0.028 mi.) B20 52 Facility Id:00000004606 TRUESDAIL LABORATORI 14201 FRANKLIN AVENU N 1/8-1/4(0.243 mi.) 072 333 Facility Id:00000054228 CA FID UST: The Facility Inventory Database contains active and inactive underground storage tank locations. The source is the State Water Resource Control Board. A review of the CA FID UST list, as provided by EDR, and dated 10/31/1994 has revealed that there is 1 CA FID UST site within approximately 0.25 miles of the target property. Equal/Higher Elevation Address Direction/Distance Map ID Page TEXAS INSTRUMENTS IN 14351 MYFORD ROAD ENE 0-1/8(0.028 mi.) B20 52 Facility Id:30000330 Status:A CERS TANKS: List of sites in the California Environmental Protection Agency (CaIEPA) Regulated Site Portal which fall under the Aboveground Petroleum Storage and Underground Storage Tank regulatory programs. A review of the CERS TANKS list, as provided by EDR, and dated 04/09/2019 has revealed that there are 2 CERS TANKS sites within approximately 0.25 miles of the target property. Equal/Higher Elevation Address Direction/Distance Map ID Page LEVEL 3 COMMUNICATIO 14452 FRANKLIN AVE NW 0-1/8(0.100 mi.) G32 172 Lower Elevation Address Direction/Distance Map ID Page VERIZON WIRELESS:TU 2792 WALNUT AVE SSW 0-1/8(0.112 mi.) H33 182 Local Land Records DEED: The use of recorded land use restrictions is one of the methods the DTSC uses to protect the public from unsafe exposures to hazardous substances and wastes . A review of the DEED list, as provided by EDR, and dated 03/04/2019 has revealed that there are 3 DEED sites within approximately 0.5 miles of the target property. TC5655027.2s EXECUTIVE SUMMARY 18 EXECUTIVE SUMMARY Equal/Higher Elevation Address Direction/Distance Map ID Page TRUESDAIL LABORATORI 14201 FRANKLIN AVENU N 1/8-1/4(0.243 mi.) 072 333 Status:CERTIFIED O&M-LAND USE RESTRICTIONS ONLY Envirostor ID:60002347 SHIPLEY COMPANY,LLC 2631 MICHELLE DR NNE 1/4-1/2(0.325 mi.) S77 412 Status:CLOSED Status:CERTIFIED O&M-LAND USE RESTRICTIONS ONLY Envirostor ID:CAD008334260 Envirostor ID:80001562 Envirostor ID:71002194 SHIPLEY COMPANY,LLC 2631 MICHELLE DRIVE NNE 1/4-1/2(0.325 mi.) S79 439 Other Ascertainable Records RCRA NonGen /NLR: RCRAInfo is EPA's comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act(RCRA)of 1976 and the Hazardous and Solid Waste Amendments(HSWA) of 1984. The database includes selective information on sites which generate,transport, store,treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act(RCRA). Non-Generators do not presently generate hazardous waste. A review of the RCRA NonGen/NLR list, as provided by EDR, and dated 03/25/2019 has revealed that there are 5 RCRA NonGen / NLR sites within approximately 0.25 miles of the target property. Equal/Higher Elevation Address Direction/Distance Map ID Page PVP ADVANCED EO SYST 14312 FRANKLIN AVE S N 1/8- 1/4(0.130 mi.) J44 225 EPA ID::CAL000292696 THOMAS&BETTS CORP 14401 CHAMBERS RD NW 1/8-1/4(0.227 mi.) N69 324 EPA ID::CAD981162555 Lower Elevation Address Direction/Distance Map ID Page ARCO INDUSTRIES/WEST 14711 SINCLAIR CIRCL SW 1/8-1/4(0.165 mi.) 151 249 EPA ID::CAL000124761 AIRCRAFT QUALITY MET 14711 SINCLAIR CIRCL SW 1/8-1/4(0.165 mi.) 152 250 EPA ID::CAL000437715 PROGRESSIVE LABEL& 2852 WALNUT AVE STE SSW 1/8- 1/4(0.210 mi.) P67 310 EPA ID::CAL000343149 FUDS: The Listing includes locations of Formerly Used Defense Sites Properties where the US Army Corps Of Engineers is actively working or will take necessary cleanup actions. A review of the FUDS list, as provided by EDR, and dated 01/31/2015 has revealed that there is 1 FUDS site within approximately 1 mile of the target property. Lower Elevation Address Direction/Distance Map ID Page TUSTIN NATIL GUARD R W 1/2-1 (0.662 mi.) T86 454 Federal Facility ID::CA97991`5641 TC5655027.2s EXECUTIVE SUMMARY 19 EXECUTIVE SUMMARY INST ID::61211 DOD: Consists of federally owned or administered lands, administered by the Department of Defense,that have any area equal to or greater than 640 acres of the United States, Puerto Rico, and the U.S. Virgin Islands. A review of the DOD list, as provided by EDR, and dated 12/31/2005 has revealed that there is 1 DOD site within approximately 1 mile of the target property. Equal/Higher Elevation Address Direction/Distance Map ID Page TUSTIN MARINE CORPS SW 1/4-1/2(0.489 mi.) 0 34 Cortese: The sites for the list are designated by the State Water Resource Control Board (LUST), the Integrated Waste Board (SWF/LS), and the Department of Toxic Substances Control (Cal-Sites). A review of the Cortese list, as provided by EDR, and dated 03/25/2019 has revealed that there is 1 Cortese site within approximately 0.5 miles of the target property. Lower Elevation Address Direction/Distance Map ID Page DEWATERINGIRVINEDENI 3201 WALNUT AV SE 1/4-1/2(0.381 mi.) 81 444 DRYCLEANERS: A list of drycleaner related facilities that have EPA ID numbers. These are facilities with certain SIC codes: power laundries,family and commercial; garment pressing and cleaners' agents; linen supply; coin-operated laundries and cleaning; drycleaning plants except rugs; carpet and upholster cleaning; industrial launderers; laundry and garment services. A review of the DRYCLEANERS list, as provided by EDR, has revealed that there is 1 DRYCLEANERS site within approximately 0.25 miles of the target property. Equal/Higher Elevation Address Direction/Distance Map ID Page GUY KYLE ENTERPRISES 2600 WALNUT AVE STE W 1/8-1/4(0.155 mi.) 50 248 Database: DRYCLEANERS, Date of Government Version: 12/13/2018 EPA Id:CAL000363009 HIST CORTESE: The sites for the list are designated by the State Water Resource Control Board [LUST], the Integrated Waste Board [SWF/LS], and the Department of Toxic Substances Control [CALSITES]. This listing is no longer updated by the state agency. A review of the HIST CORTESE list, as provided by EDR, and dated 04/01/2001 has revealed that there are 3 HIST CORTESE sites within approximately 0.5 miles of the target property. Equal/Higher Elevation Address Direction/Distance Map ID Page CONSOLIDATED BEVERAG 2681 WSW 0-1/8(0.030 mi.) C22 60 Reg Id: 083001504T TEXACO, INC. 2472 CHAMBERS ST WNW 1/8- 1/4(0.197 mi.) M61 287 Reg Id: 3091 SHIPLEY COMPANY,LLC 2631 MICHELLE DR NNE 1/4-1/2(0.325 mi.) S77 412 TC5655027.2s EXECUTIVE SUMMARY 20 EXECUTIVE SUMMARY Reg Id: 083000291T HWP: Detailed information on permitted hazardous waste facilities and corrective action ("cleanups")tracked in EnviroStor. A review of the HWP list, as provided by EDR, and dated 02/19/2019 has revealed that there is 1 HWP site within approximately 1 mile of the target property. Equal/Higher Elevation Address Direction/Distance Map ID Page DYNA CHEM CORPORATION 2631 MICHELLE DRIVE NNE 1/4-1/2(0.325 mi.) S80 440 EPA Id:CAD008334260 Cleanup Status:CLOSED TC5655027.2s EXECUTIVE SUMMARY 21 EXECUTIVE SUMMARY Due to poor or inadequate address information,the following sites were not mapped.Count: 1 records. Site Name Database(s) USMCAS TUSTIN-MOFFET TRENCHES CPS-SLIC TC5655027.2s EXECUTIVE SUMMARY 22 OVERVIEW MAP - 5655027.2S a r a 2 � w Q \ �P 47 Vti ° �/ ♦' 1 6 "v5E C A 4 13 ELJ \\ ♦. / ♦ 83 i , 111111 �� II II I t I I II II I I II I a � 9 I I I E I a I I a I � s� b III I I I I I II I I � /V Target Property 0 1/4 1/2 1 Mlles Sites at elevations higher than or equal to the target property Indian Reservations BIA Areas of concern ♦ Sites at elevations lower than Power transmission lines the target property 1 Manufactured Gas Plants 100-year flood zone National Priority List Sites 500-year flood zone Dept.Defense Sites National Wetland Inventory El State Wetlands This report includes Interactive Map Layers to display and/or hide map information.The legend includes only those icons for the default map view. SITE NAME: 14451 Myford Road CLIENT: Avocet Environmental, Inc. ADDRESS: 14451 Myford Road CONTACT: Jessica Satterlee Tustin CA 92780 INQUIRY#: 5655027.2s LAT/LONG: 33.71616/117.804127 DATE: May 16,2019 4:36 pm Copyright�o 2019 EDR,Inc.(,)2015 TonnTom Rel. 2015. DETAIL MAP - 5655027.2S a � o, C g o � i N62 J N69 N63 F3 M64 F29 41 SUNRISE MEDICAL ATO RY - G3 .-CARE CLINIC THERO SCLEROSIS PRE NTIONCENTER B MEMORIAL RESEARCH MEDICAL OLIN Ifs SILICON SYSTEMS INC VU A A e a n HOMECARE FERR CHOICE INC - REGENCY HEALTH�ARJr`/ i„. ♦ .'A D� N P - Target Property 0 1/16 1/a 1 A Mlles Sites at elevations higher than or equal to the target property Indian Reservations BIA Areas of Concern ♦ Sites at elevations lower than 100-year flood zone the target property 1 Manufactured Gas Plants 500-year flood zone ®t Sensitive Receptors National Wetland Inventory El National Priority List Sites State Wetlands Dept.Defense Sites This report includes Interactive Map Layers to display and/or hide map information.The legend includes only those icons for the default map view. SITE NAME: 14451 Myford Road CLIENT: Avocet Environmental, Inc. ADDRESS: 14451 Myford Road CONTACT: Jessica Satterlee Tustin CA 92780 INQUIRY#: 5655027.2s LAT/LONG: 33.71616/117.804127 DATE: May 16,2019 4:40 pm Copyright�o 2019 EDR,Inc.(,)2015 TonnTom Rel. 2015. MAP FINDINGS SUMMARY Search Distance Target Total Database (Miles) Property < 1/8 1/8- 1/4 1/4- 1/2 1/2- 1 > 1 Plotted STANDARD ENVIRONMENTAL RECORDS Federal NPL site list NPL 1.000 0 0 0 0 NR 0 Proposed NPL 1.000 0 0 0 0 NR 0 NPL LIENS 0.001 0 NR NR NR NR 0 Federal Delisted NPL site list Delisted NPL 1.000 0 0 0 0 NR 0 Federal CERCLIS list FEDERAL FACILITY 0.500 0 0 0 NR NR 0 SEMS 0.500 0 0 0 NR NR 0 Federal CERCLIS NFRAP site list SEMS-ARCHIVE 0.500 1 0 1 NR NR 2 Federal RCRA CORRACTS facilities list CORRACTS 1.000 0 0 1 0 NR 1 Federal RCRA non-CORRACTS TSD facilities list RCRA-TSDF 0.500 0 0 1 NR NR 1 Federal RCRA generators list RCRA-LQG 0.250 3 0 NR NR NR 3 RCRA-SQG 0.250 1 6 19 NR NR NR 26 RCRA-CESQG 0.250 0 0 NR NR NR 0 Federal institutional controls/ engineering controls registries LUCIS 0.500 0 0 0 NR NR 0 US ENG CONTROLS 0.500 0 0 0 NR NR 0 US INST CONTROL 0.500 0 0 1 NR NR 1 Federal ERNS list ERNS 0.001 0 NR NR NR NR 0 State-and tribal-equivalent NPL RESPONSE 1.000 0 0 0 1 NR 1 State-and tribal-equivalent CERCLIS ENVIROSTOR 1.000 1 1 1 6 NR 9 State and tribal landfill and/or solid waste disposal site lists SWF/LF 0.500 0 0 0 NR NR 0 State and tribal leaking storage tank lists LUST 0.500 3 1 0 5 NR NR 9 TC5655027.2s Page 4 MAP FINDINGS SUMMARY Search Distance Target Total Database (Miles) Property < 1/8 1/8- 1/4 1/4- 1/2 1/2- 1 > 1 Plotted INDIAN LUST 0.500 0 0 0 NR NR 0 CPS-SLIC 0.500 0 0 0 NR NR 0 State and tribal registered storage tank lists FEMA UST 0.250 0 0 NR NR NR 0 UST 0.250 1 2 0 NR NR NR 3 AST 0.250 4 0 NR NR NR 4 INDIAN UST 0.250 0 0 NR NR NR 0 State and tribal voluntary cleanup sites INDIAN VCP 0.500 0 0 0 NR NR 0 VCP 0.500 0 1 0 NR NR 1 State and tribal Brownfields sites BROWNFIELDS 0.500 0 0 0 NR NR 0 ADDITIONAL ENVIRONMENTAL RECORDS Local Brownfield lists US BROWNFIELDS 0.500 0 0 0 NR NR 0 Local Lists of Landfill/Solid Waste Disposal Sites WMUDS/SWAT 0.500 0 0 0 NR NR 0 SWRCY 0.500 0 0 0 NR NR 0 HAULERS 0.001 0 NR NR NR NR 0 INDIAN ODI 0.500 0 0 0 NR NR 0 ODI 0.500 0 0 0 NR NR 0 DEBRIS REGION 9 0.500 0 0 0 NR NR 0 IHS OPEN DUMPS 0.500 0 0 0 NR NR 0 Local Lists of Hazardous waste/ Contaminated Sites US HIST CDL 0.001 0 NR NR NR NR 0 HIST Cal-Sites 1.000 0 0 0 0 NR 0 SCH 0.250 0 0 NR NR NR 0 CDL 0.001 0 NR NR NR NR 0 CERS HAZ WASTE 0.250 1 5 11 NR NR NR 17 Toxic Pits 1.000 0 0 0 0 NR 0 US CDL 0.001 0 NR NR NR NR 0 PFAS 0.001 0 NR NR NR NR 0 Local Lists of Registered Storage Tanks SWEEPS UST 0.250 1 1 0 NR NR NR 2 HIST UST 0.250 1 1 NR NR NR 2 CA FID UST 0.250 1 1 0 NR NR NR 2 CERS TANKS 0.250 2 0 NR NR NR 2 Local Land Records LIENS 0.001 0 NR NR NR NR 0 TC5655027.2s Page 5 MAP FINDINGS SUMMARY Search Distance Target Total Database (Miles) Property < 1/8 1/8- 1/4 1/4- 1/2 1/2- 1 > 1 Plotted LIENS 2 0.001 0 NR NR NR NR 0 DEED 0.500 0 1 2 NR NR 3 Records of Emergency Release Reports HMIRS 0.001 0 NR NR NR NR 0 CHMIRS 0.001 0 NR NR NR NR 0 LDS 0.001 0 NR NR NR NR 0 MCS 0.001 0 NR NR NR NR 0 Orange Co. Industrial Site 0.001 1 0 NR NR NR NR 1 SPILLS 90 0.001 0 NR NR NR NR 0 Other Ascertainable Records RCRA NonGen /NLR 0.250 0 5 NR NR NR 5 FUDS 1.000 0 0 0 1 NR 1 DOD 1.000 0 0 1 0 NR 1 SCRD DRYCLEANERS 0.500 0 0 0 NR NR 0 US FIN ASSUR 0.001 0 NR NR NR NR 0 EPA WATCH LIST 0.001 0 NR NR NR NR 0 2020 COR ACTION 0.250 0 0 NR NR NR 0 TSCA 0.001 0 NR NR NR NR 0 TRIS 0.001 0 NR NR NR NR 0 SSTS 0.001 0 NR NR NR NR 0 ROD 1.000 0 0 0 0 NR 0 RMP 0.001 0 NR NR NR NR 0 RAATS 0.001 0 NR NR NR NR 0 PRP 0.001 0 NR NR NR NR 0 PADS 0.001 0 NR NR NR NR 0 ICIS 0.001 0 NR NR NR NR 0 FTTS 0.001 0 NR NR NR NR 0 MLTS 0.001 0 NR NR NR NR 0 COAL ASH DOE 0.001 0 NR NR NR NR 0 COAL ASH EPA 0.500 0 0 0 NR NR 0 PCB TRANSFORMER 0.001 0 NR NR NR NR 0 RADINFO 0.001 0 NR NR NR NR 0 HIST FTTS 0.001 0 NR NR NR NR 0 DOT OPS 0.001 0 NR NR NR NR 0 CONSENT 1.000 0 0 0 0 NR 0 INDIAN RESERV 0.001 0 NR NR NR NR 0 FUSRAP 1.000 0 0 0 0 NR 0 UMTRA 0.500 0 0 0 NR NR 0 LEAD SMELTERS 0.001 0 NR NR NR NR 0 US AIRS 0.001 0 NR NR NR NR 0 US MINES 0.250 0 0 NR NR NR 0 ABANDONED MINES 0.001 0 NR NR NR NR 0 FINDS 0.001 4 0 NR NR NR NR 4 UXO 1.000 0 0 0 0 NR 0 DOCKET HWC 0.001 0 NR NR NR NR 0 ECHO 0.001 1 0 NR NR NR NR 1 FUELS PROGRAM 0.250 0 0 NR NR NR 0 CA BOND EXP. PLAN 1.000 0 0 0 0 NR 0 Cortese 0.500 0 0 1 NR NR 1 TC5655027.2s Page 6 MAP FINDINGS SUMMARY Search Distance Target Total Database (Miles) Property < 1/8 1/8- 1/4 1/4- 1/2 1/2- 1 > 1 Plotted CUPA Listings 0.250 0 0 NR NR NR 0 DRYCLEANERS 0.250 0 1 NR NR NR 1 EMI 0.001 1 0 NR NR NR NR 1 ENF 0.001 0 NR NR NR NR 0 Financial Assurance 0.001 0 NR NR NR NR 0 HAZNET 0.001 2 0 NR NR NR NR 2 ICE 0.001 0 NR NR NR NR 0 HIST CORTESE 0.500 1 1 1 1 NR NR 4 HWP 1.000 0 0 1 0 NR 1 HWT 0.250 0 0 NR NR NR 0 MINES 0.001 0 NR NR NR NR 0 MWMP 0.250 0 0 NR NR NR 0 NPDES 0.001 0 NR NR NR NR 0 PEST LIC 0.001 0 NR NR NR NR 0 PROC 0.500 0 0 0 NR NR 0 Notify 65 1.000 0 0 0 0 NR 0 UIC 0.001 0 NR NR NR NR 0 UIC GEO 0.001 0 NR NR NR NR 0 WASTEWATER PITS 0.500 0 0 0 NR NR 0 WDS 0.001 0 NR NR NR NR 0 MILITARY PRIV SITES 0.001 0 NR NR NR NR 0 PROJECT 0.001 0 NR NR NR NR 0 WDR 0.001 0 NR NR NR NR 0 CIWQS 0.001 1 0 NR NR NR NR 1 CERS 0.001 1 0 NR NR NR NR 1 WIP 0.250 0 0 NR NR NR 0 NON-CASE INFO 0.001 0 NR NR NR NR 0 OTHER OIL GAS 0.001 0 NR NR NR NR 0 PROD WATER PONDS 0.001 0 NR NR NR NR 0 SAMPLING POINT 0.001 0 NR NR NR NR 0 WELL STIM PROJ 0.001 0 NR NR NR NR 0 EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records EDR MGP 1.000 0 0 0 0 NR 0 EDR Hist Auto 0.125 0 NR NR NR NR 0 EDR Hist Cleaner 0.125 0 NR NR NR NR 0 EDR RECOVERED GOVERNMENT ARCHIVES Exclusive Recovered Govt.Archives RGA LF 0.001 0 NR NR NR NR 0 RGA LUST 0.001 5 0 NR NR NR NR 5 -Totals-- 25 29 41 16 8 0 119 NOTES: TP=Target Property NR= Not Requested at this Search Distance Sites may be listed in more than one database TC5655027.2s Page 7 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number Al SMITH IND.(TUNGSTON-CARBIDE) FINDS 1023347442 Target 14451 MYFORD RD N/A Property TUSTIN,CA 92680 Site 1 of 16 in cluster A Actual: FINDS: 67 ft. Registry ID: 110066434941 Environmental Interest/Information System STATE MASTER Click this hg erlink while viewing on your computer to access additional FINDS:detail in the EDR Site Report. A2 SMITH INTERNATIONAL INC HAZNET S113010391 Target 14451 MYFORD RD N/A Property TUSTIN,CA 92681 Site 2 of 16 in cluster A Actual: HAZNET: 67 ft. Site Name: SMITH INTERNATIONAL INC Year: 1999 GEPAID: CAD981690175 Contact: SMITH INTERNATIONAL INC Telephone: 2814433370 Mailing Name: Not reported Mailing Address: PO BOX 60068 Mailing City,St,Zip: HOUSTON,TX 772050068 Gen County: Not reported TSD EPA ID: AZD982441263 TSD County: Not reported Waste Category: Organic solids with halogens Disposal Method: Treatment, Incineration Tons: 2.3500 Cat Decode: Not reported Method Decode: Not reported Facility County: Orange Site Name: SMITH INTERNATIONAL INC Year: 1998 GEPAID: CAD981690175 Contact: SMITH INTERNATIONAL INC Telephone: 2814433370 Mailing Name: Not reported Mailing Address: PO BOX 60068 Mailing City,St,Zip: HOUSTON,TX 772050068 Gen County: Not reported TSD EPA ID: AZD982441263 TSD County: Not reported Waste Category: Organic solids with halogens Disposal Method: Not reported Tons: 2.2500 Cat Decode: Not reported Method Decode: Not reported Facility County: Orange TC5655027.2s Page 8 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SMITH INTERNATIONAL INC (Continued) S113010391 Site Name: SMITH INTERNATIONAL INC Year: 1998 GEPAID: CAD981690175 Contact: SMITH INTERNATIONAL INC Telephone: 2814433370 Mailing Name: Not reported Mailing Address: PO BOX 60068 Mailing City,St,Zip: HOUSTON,TX 772050068 Gen County: Not reported TSD EPA ID: AZD982441263 TSD County: Not reported Waste Category: Organic solids with halogens Disposal Method: Not reported Tons: .8000 Cat Decode: Not reported Method Decode: Not reported Facility County: Orange Site Name: SMITH INTERNATIONAL INC Year: 1998 GEPAID: CAD981690175 Contact: SMITH INTERNATIONAL INC Telephone: 2814433370 Mailing Name: Not reported Mailing Address: PO BOX 60068 Mailing City,St,Zip: HOUSTON,TX 772050068 Gen County: Not reported TSD EPA ID: AZD982441263 TSD County: Not reported Waste Category: Organic solids with halogens Disposal Method: Treatment, Incineration Tons: 10.0500 Cat Decode: Not reported Method Decode: Not reported Facility County: Orange Site Name: SMITH INTERNATIONAL INC Year: 1997 GEPAID: CAD981690175 Contact: SMITH INTERNATIONAL INC Telephone: 2814433370 Mailing Name: Not reported Mailing Address: PO BOX 60068 Mailing City,St,Zip: HOUSTON,TX 772050068 Gen County: Not reported TSD EPA ID: AZD982441263 TSD County: Not reported Waste Category: Organic solids with halogens Disposal Method: Treatment, Incineration Tons: 6.0500 Cat Decode: Not reported Method Decode: Not reported Facility County: Orange C;lirk this hgpprlink while viewing on your computer to access 5 additional CA_HAZNET:record(s)in the EDR Site Report. TC5655027.2s Page 9 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number A3 GW CLEAN UP-TUSTINNAMYFORD FINDS 1023247658 Target 14451 MYFORD N/A Property TUSTIN,CA 92681 Site 3 of 16 in cluster A Actual: FINDS: 67 ft. Registry ID: 110065360273 Environmental Interest/Information System STATE MASTER Click this hg erlink while viewing on your computer to access additional FINDS:detail in the EDR Site Report. A4 PACIFIC BELL HAZNET S113017343 Target 14451 MYFORD RD N/A Property TUSTIN,CA 92680 Site 4 of 16 in cluster A Actual: HAZNET: 67 ft. Site Name: PACIFIC BELL TELEPHONE CO DBA AT&T CALIF Year: 2017 GEPAID: CAD982524431 Contact: DERONICA LAMB Telephone: 2147410464 Mailing Name: Not reported Mailing Address: 308 S.AKARD ST. Mailing City,St,Zip: DALLAS,TX 752020000 Gen County: Orange TSD EPA ID: CAD008302903 TSD County: Los Angeles Waste Category: Other organic solids Disposal Method: Storage, Bulking,And/Or Transfer Off Site--No Treatment/Reovery (H010-H129)Or(H131-H135) Tons: 0.2175 Cat Decode: Other organic solids Method Decode: Storage, Bulking,And/Or Transfer Off Site--No Treatment/Reovery (H010-1-1129)Or(1-1131-1-1135) Facility County: Orange Site Name: PACIFIC BELL TELEPHONE CO DBA AT&T CALIF Year: 2017 GEPAID: CAD982524431 Contact: DERONICA LAMB Telephone: 2147410464 Mailing Name: Not reported Mailing Address: 308 S.AKARD ST. Mailing City,St,Zip: DALLAS,TX 752020000 Gen County: Orange TSD EPA ID: CAT080013352 TSD County: Los Angeles Waste Category: Aqueous solution with total organic residues 10 percent or more Disposal Method: Other Recovery Of Reclamation For Reuse Including Acid Regeneration, Organics Recovery Ect Tons: 0.18765 Cat Decode: Aqueous solution with total organic residues 10 percent or more TC5655027.2s Page 10 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PACIFIC BELL (Continued) S113017343 Method Decode: Other Recovery Of Reclamation For Reuse Including Acid Regeneration, Organics Recovery Ect Facility County: Orange Site Name: PACIFIC BELL TELEPHONE CO DBA AT&T CALIF Year: 2017 GEPAID: CAD982524431 Contact: DERONICA LAMB Telephone: 2147410464 Mailing Name: Not reported Mailing Address: 308 S.AKARD ST. Mailing City,St,Zip: DALLAS,TX 752020000 Gen County: Orange TSD EPA ID: CAD008302903 TSD County: Los Angeles Waste Category: Laboratory waste chemicals Disposal Method: Storage,Bulking,And/Or Transfer Off Site--No TreatmenUReovery (H010-H129)Or(H131-H135) Tons: 0.05 Cat Decode: Laboratory waste chemicals Method Decode: Storage,Bulking,And/Or Transfer Off Site--No TreatmenUReovery (H010-H129)Or(H131-H135) Facility County: Orange Site Name: PACIFIC BELL TELEPHONE CO DBA AT&T CALIF Year: 2017 GEPAID: CAD982524431 Contact: DERONICA LAMB Telephone: 2147410464 Mailing Name: Not reported Mailing Address: 308 S.AKARD ST. Mailing City,St,Zip: DALLAS,TX 752020000 Gen County: Orange TSD EPA ID: CAD008302903 TSD County: Los Angeles Waste Category: Laboratory waste chemicals Disposal Method: Storage,Bulking,And/Or Transfer Off Site--No TreatmenUReovery (H010-H129)Or(H131-H135) Tons: 0.05 Cat Decode: Laboratory waste chemicals Method Decode: Storage,Bulking,And/Or Transfer Off Site--No TreatmenUReovery (H010-H129)Or(H131-H135) Facility County: Orange Site Name: PACIFIC BELL TELEPHONE CO DBA AT&T CALIF Year: 2017 GEPAID: CAD982524431 Contact: DERONICA LAMB Telephone: 2147410464 Mailing Name: Not reported Mailing Address: 308 S.AKARD ST. Mailing City,St,Zip: DALLAS,TX 752020000 Gen County: Orange TSD EPA ID: CAT080013352 TSD County: Los Angeles Waste Category: Waste oil and mixed oil Disposal Method: Other Recovery Of Reclamation For Reuse Including Acid Regeneration, TC5655027.2s Page 11 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PACIFIC BELL (Continued) S113017343 Organics Recovery Ect Tons: 2.964 Cat Decode: Waste oil and mixed oil Method Decode: Other Recovery Of Reclamation For Reuse Including Acid Regeneration, Organics Recovery Ect Facility County: Orange Click this hg erlink while viewing on your computer to access 585 additional CA_HAZNET: record(s)in the EDR Site Report. A5 PACIFIC BELL UST 0003804921 Target 14451 MYFORD RD SWEEPS UST N/A Property TUSTIN,CA 92780 Site 5 of 16 in cluster A Actual: UST: 67 ft. Facility ID: 622 Permitting Agency: ORANGE COUNTY Latitude: 33.7166443 Longitude: -117.8022626 SWEEPS UST: Status: Active Comp Number: 622 Number: 9 Board Of Equalization: Not reported Referral Date: 09-30-92 Action Date: 09-15-92 Created Date: 02-29-88 Owner Tank Id: Not reported SWRCB Tank Id: Not reported Tank Status: Not reported Capacity: Not reported Active Date: Not reported Tank Use: Not reported STG: Not reported Content: Not reported Number Of Tanks: Not reported A6 SMITH IND.(TUNGSTON-CARBIDE) RGA LUST S114692397 Target 14451 MYFORD RD N/A Property TUSTIN,CA Site 6 of 16 in cluster A Actual: RGA LUST: 67 ft. 2012 SMITH IND.(TUNGSTON-CARBIDE) 14451 MYFORD RD 2011 SMITH IND.(TUNGSTON-CARBIDE) 14451 MYFORD RD 2010 SMITH IND.(TUNGSTON-CARBIDE) 14451 MYFORD RD 2009 SMITH IND.(TUNGSTON-CARBIDE) 14451 MYFORD RD 2008 SMITH IND.(TUNGSTON-CARBIDE) 14451 MYFORD RD 2007 SMITH IND.(TUNGSTON-CARBIDE) 14451 MYFORD RD 2006 SMITH IND.(TUNGSTON-CARBIDE) 14451 MYFORD RD 2005 SMITH IND.(TUNGSTON-CARBIDE) 14451 MYFORD RD 2003 SMITH IND.(TUNGSTON-CARBIDE) 14451 MYFORD RD TC5655027.2s Page 12 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SMITH IND.(TUNGSTON-CARBIDE) (Continued) S114692397 2002 SMITH IND.(TUNGSTON-CARBIDE) 14451 MYFORD RD 2001 SMITH IND.(TUNGSTON-CARBIDE) 14451 MYFORD RD A7 GW CLEAN UP-TUSTIN,MYFORD CIWQS S121642570 Target 14451 MYFORD N/A Property TUSTIN,CA 92681 Site 7 of 16 in cluster A Actual: CIWOS: 67 ft. Agency: Smith International Inc Agency Address: Po Box 60068, Houston,TX 77205-0068 Place/Project Type: Other SIC/NAICS: 4959 Region: 8 Program: NPDESWW, NPDNONMUNIPRCS Regulatory Measure Status: Historical Regulatory Measure Type: Enrollee Order Number: R8-2002-0007 WDID: 8302650001 NPDES Number: CAG918001 Adoption Date: Not reported Effective Date: 09/14/1990 Termination Date: 11/19/2004 Expiration/Review Date: Not reported Design Flow: 0.0288 Major/Minor: Minor Complexity: A TTWO: 2 Enforcement Actions within 5 years: 0 Violations within 5 years: 0 Latitude: Not reported Longitude: Not reported A8 SMITH IND.(TUNGSTON-CARBIDE) RGA LUST S114692398 Target 14451 MYFORD ROAD N/A Property TUSTIN,CA Site 8 of 16 in cluster A Actual: RGA LUST: 67 ft. 1998 SMITH IND.(TUNGSTON-CARBIDE) 14451 MYFORD ROAD 1997 SMITH IND.(TUNGSTON-CARBIDE) 14451 MYFORD ROAD A9 (SMITH IND.)TUNGSTON-CARBIDE RGA LUST S114565731 Target 14451 MYFORD ROAD N/A Property TUSTIN,CA Site 9 of 16 in cluster A Actual: RGA LUST: 67 ft. 1996 (SMITH IND.)TUNGSTON-CARBIDE 14451 MYFORD ROAD TC5655027.2s Page 13 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number A10 PACIFIC BELL C/O PACKER LEP35 RCRA-SQG 1000250271 Target 14451 MYLORD RD FINDS CAD982524431 Property TUSTIN,CA 92780 ECHO Site 10 of 16 in cluster A Actual: RCRA-SQG: 67 ft. Date form received by agency:09/01/1996 Facility name: PACIFIC BELL C/O PACKER LEP35 Facility address: 14451 MYLORD RD TUSTIN,CA 92780 EPA ID: CAD982524431 Mailing address: 3020 WILSHIRE BLVD RM 200 LOS ANGELES,CA 90010 Contact: Not reported Contact address: Not reported Not reported Contact country: US Contact telephone: Not reported Contact email: Not reported EPA Region: 09 Land type: Facility is not located on Indian land.Additional information is not known. Classification: Small Small Quantity Generator Description: Handler:generates more than 100 and less than 1000 kg of hazardous waste during any calendar month and accumulates less than 6000 kg of hazardous waste at any time;or generates 100 kg or less of hazardous waste during any calendar month,and accumulates more than 1000 kg of hazardous waste at any time Owner/Operator Summary: Owner/operator name: NOT REQUIRED Owner/operator address: NOT REQUIRED NOT REQUIRED,ME 99999 Owner/operator country: Not reported Owner/operator telephone: 415-555-1212 Owner/operator email: Not reported Owner/operator fax: Not reported Owner/operator extension: Not reported Legal status: Private Owner/Operator Type: Operator Owner/Op start date: Not reported Owner/Op end date: Not reported Owner/operator name: PACIFIC BELL Owner/operator address: NOT REQUIRED NOT REQUIRED,ME 99999 Owner/operator country: Not reported Owner/operator telephone: 415-555-1212 Owner/operator email: Not reported Owner/operator fax: Not reported Owner/operator extension: Not reported Legal status: Private Owner/Operator Type: Owner Owner/Op start date: Not reported Owner/Op end date: Not reported Handler Activities Summary: U.S.importer of hazardous waste: No TC5655027.2s Page 14 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PACIFIC BELL C/O PACKER LEP35 (Continued) 1000250271 Mixed waste(haz.and radioactive): No Recycler of hazardous waste: No Transporter of hazardous waste: No Treater,storer or disposer of HW: No Underground injection activity: No On-site burner exemption: No Furnace exemption: No Used oil fuel burner: No Used oil processor: No User oil refiner: No Used oil fuel marketer to burner: No Used oil Specification marketer: No Used oil transfer facility: No Used oil transporter: No Historical Generators: Date form received by agency:07/13/1989 Site name: PACIFIC BELL C/O PACKER LEP35 Classification: Large Quantity Generator Violation Status: No violations found Evaluation Action Summary: Evaluation date: 06/23/1994 Evaluation: COMPLIANCE EVALUATION INSPECTION ON-SITE Area of violation: Not reported Date achieved compliance: Not reported Evaluation lead agency: State Contractor/Grantee FINDS: Registry ID: 110006480888 Environmental Interest/Information System California Hazardous Waste Tracking System-Datamart(HWTS-DATAMART) provides California with information on hazardous waste shipments for generators,transporters,and treatment,storage,and disposal facilities. RCRAInfo is a national information system that supports the Resource Conservation and Recovery Act(RCRA)program through the tracking of events and activities related to facilities that generate,transport, and treat,store,or dispose of hazardous waste.RCRAInfo allows RCRA program staff to track the notification,permit,compliance,and corrective action activities required under RCRA. dirk this hgpprlink while viewing on your computer to access additional FINDS:detail in the EDR Site Report. ECHO: Envid: 1000250271 Registry ID: 110006480888 DFR URL: hftp://echo.epa.gov/detailed-facility-report?fid=110006480888 TC5655027.2s Page 15 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number A11 SMITH TOOL/TUNGSTON CARBIDE LUST S108752210 Target 14451 MYFORD RD CERS HAZ WASTE N/A Property TUSTIN,CA 92780 Orange Co. Industrial Site CERS Site 11 of 16 in cluster A Actual: LUST: 67 ft. Lead Agency: SANTA ANA RWQCB(REGION 8) Case Type: LUST Cleanup Site Geo Track: hftp://geotracker.waterboards.ca.gov/profile_report.asp?global_id=T0605900457 Global Id: T0605900457 Latitude: 33.7152907 Longitude: -117.8031582 Status: Completed-Case Closed Status Date: 04/27/2004 Case Worker: MAO RB Case Number: 083000571T Local Agency: ORANGE COUNTY File Location: Not reported Local Case Number: 86UT135 Potential Media Affect: Aquifer used for drinking water supply Potential Contaminants of Concern: "Chlorinated Hydrocarbons Site History: Not reported LUST: Global Id: T0605900457 Contact Type: Local Agency Caseworker Contact Name: LUIS LODRIGUEZA Organization Name: ORANGE COUNTY Address: 2009 E. EDINGER AVE. City: SANTA ANA Email: Not reported Phone Number: Not reported Global Id: T0605900457 Contact Type: Regional Board Caseworker Contact Name: MIGUEL OVIEDO Organization Name: SANTA ANA RWQCB(REGION 8) Address: 3737 Main Street,Suite 500 City: RIVERSIDE Email: miguel.oviedo@waterboards.ca.gov Phone Number: 9517823238 LUST: Global Id: T0605900457 Action Type: ENFORCEMENT Date: 02/04/2004 Action: 13267 Monitoring Program Global Id: T0605900457 Action Type: ENFORCEMENT Date: 01/30/2004 Action: 13267 Monitoring Program Global Id: T0605900457 Action Type: Other Date: 04/12/1987 Action: Leak Reported TC5655027.2s Page 16 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SMITH TOOL/TUNGSTON CARBIDE (Continued) S108752210 Global Id: T0605900457 Action Type: ENFORCEMENT Date: 04/27/2004 Action: Closure/No Further Action Letter Global Id: T0605900457 Action Type: ENFORCEMENT Date: 12/16/2002 Action: "Verbal Communication Global Id: T0605900457 Action Type: ENFORCEMENT Date: 08/16/2002 Action: "No Action Global Id: T0605900457 Action Type: ENFORCEMENT Date: 05/28/2003 Action: Site Visit/Inspection/Sampling LUST: Global Id: T0605900457 Status: Completed-Case Closed Status Date: 04/27/2004 Global Id: T0605900457 Status: Open-Case Begin Date Status Date: 04/12/1987 Global Id: T0605900457 Status: Open-Remediation Status Date: 01/01/1990 Global Id: T0605900457 Status: Open-Remediation Status Date: 06/08/1993 Global Id: T0605900457 Status: Open-Remediation Status Date: 12/09/2002 Global Id: T0605900457 Status: Open-Remediation Status Date: 03/12/2003 Global Id: T0605900457 Status: Open-Site Assessment Status Date: 07/20/1987 CERS HAZ WASTE: Site ID: 385792 CERS ID: 10447402 CERS Description: Hazardous Waste Generator Violations: Site ID: 385792 TC5655027.2s Page 17 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SMITH TOOL/TUNGSTON CARBIDE (Continued) S108752210 Site Name: AT&T California-LEP35 Violation Date: 04-08-2014 Citation: 19 CCR 4 2729.2(a)(3)-California Code of Regulations,Title 19, Chapter 4,Section(s)2729.2(a)(3) Violation Description: Failure to complete and/or submit an annotated site map if required by CUPA. Violation Notes: Returned to compliance on 06/09/2014.The freon is listed on the inventory but the map shows it inside the garage. It is actually located outside the southwest side of the building.Please update the map and re submission CERS for re evaluation.After re evaluation,the violation will be abated. Violation Division: Orange County Environmental Health Violation Program: HMRRP Violation Source: CERS Evaluation: Eval General Type: Other/Unknown Eval Date: 01-24-2017 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed HMBEP submittal.Facility has complied with 2017 annual reporting requirement.Package was declined and an email sent to the facility contact.The following corrections are needed:CHEMICAL INVENTORY Asphalt patch?complete Fire Code Hazard Classes Freon 22- physical state and units must match?if stored as a gas then convert and report all amounts in cubic feet Hydraulic Fluid&Motor Oil& Waste Motor Oil?complete the CAS#for all materials listed on Mixture Chart(lubricating base oil=64742-65-0;remove any proprietary info that is non-haz,otherwise subject to full disclosure)Propane? change physical state to liquid//Fire Code=Flammable Liquefied Gas U Waste?E Waste?report in pounds?this material may not meet the 500 pound reporting requirement.Complete the Mixture Components chart by identifying the hazardous components of the waste U-Waste? Batteries-report in pounds?this material may not meet the 500 pound reporting[Truncated] Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 01-31-2017 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed HMBEP submittal.Package was declined and an email sent to the facility contact.The following corrections are still needed: CHEMICAL INVENTORY Please complete all required fields listed below: Asphalt patch?complete Fire Code Hazard Classes Waste Motor Oil? remove CAS#from Chemical Identification section and only report it on the Mixture Components chart?this material will not be 100%base oils as it is a waste which contains other contaminants U Waste?E Waste?complete the Mixture Components chart by identifying the hazardous components of the waste U-Waste?Batteries-this material does not meet the 500 pound reporting requirement and may be removed from your disclosure Waste Hydrocarbon?complete Mixture Components chart Haz Waste Solids Lab Packs?complete Mixture components chart Waste Misc Aerosols?complete Mixture Chart Waste Oily Water? complete Fire Code//complete Mixture Chart Haz Waste Liquid Lab Packs TC5655027.2s Page 18 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SMITH TOOL/TUNGSTON CARBIDE (Continued) S108752210 ?complete Mixture[Truncated] Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 03-19-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: File purge Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 04-08-2014 Violations Found: Yes Eval Type: Routine done by local agency Eval Notes: On site for the triennial Hazardous Materials Disclosure/Business Emergency Plan(HMBEP)inspection.Permission to inspect granted by AT&T/Hart.On site inspection asphalt patch,nitrogen,propane, oxygen,oil waste water,antifreeze,ATF,motor oil,diesel,oil filters,waste oil and antifreeze and waste oily rags matches the chemicals reported in CERS.No violations.The freon is not on the map.See violations. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 04-14-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Read/review 2015 HMBEP submittal via CERS.Accepted. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 06-09-2014 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Read/review updated HMBEP in CERS as a result of violations listed on a previous on-site inspection.CERS has been updated properly and accepted.Violation(s)listed on the previous field report are abated. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 06-17-2014 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous waste inspection.Consent to enter and inspect granted by Tom Ludden.Observed the shop area,waste storage areas,perimeter of facility and trash container.Drums of wastes are covered and labeled.Wastes include oil,oil filters,coolant,parts TC5655027.2s Page 19 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SMITH TOOL/TUNGSTON CARBIDE (Continued) S108752210 washer,universal waste,calibration gas cylinders,and epoxy. Manifests for waste disposal are available for review.Emergency response information is posted in the shop.Verified the owner as Pacific Bell Telephone Company. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 09-08-2014 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Read/review HMBEP in CERS.Accepted. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 12-12-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Read/review 2015 HMBEP.Accepted. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 05-05-2014 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Review violations. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 07-26-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Read/review updated 2016 HMBEP.Accepted. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 09-22-2017 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed and declined HMBEP submittal.The following corrections are still needed:CHEMICAL INVENTORY U Waste?E Waste?complete the Mixture Components chart by identifying the hazardous components of the waste Haz Waste Solids Lab Packs?complete Mixture components chart Waste Misc Aerosols?complete Mixture Chart Haz Waste Liquid Lab Packs?complete Mixture Chart Polywater Type NB?complete the Mixture Chart with all hazardous ingredients?if material is not hazardous then should not be reported on inventory. However,please note that if the product has a NFPA rating of 1 in any category, TC5655027.2s Page 20 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SMITH TOOL/TUNGSTON CARBIDE (Continued) S108752210 product is considered to be hazardous under California HMBEP regulations and all components Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 12-24-2013 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Read/review HMBEP in CERS.Accepted. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 02-18-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Read/review 2016 HMBEP.Accepted. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 04-19-2017 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous materials inspection.Consent to enter and inspect granted by Tom Ludden on 4/19/17 and Rebecca Knoche on 5/3/17.Confirmed the storage of hazardous materials throughout the facility including the fleet shop,recycle center,and construction yard.Discussed the annual hazardous materials and hazardous waste training with Rebecca Knoche.Rebecca reported that training is completed online by each employee annually.A copy of the Business Emergency Plan is complete and available on site.No violations observed. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 04-19-2017 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous waste inspection.Consent to enter and inspect granted by Tom Ludden on 4/19/17 and Rebecca Knoche on 5/3/17. Observed the fleet shop area,recycle center,construction yard,waste storage areas,perimeter of facility and trash containers.Containers of wastes are covered and labeled throughout.Wastes include oil,oil filters,antifreeze,oily absorbents,aqueous parts and brake cleaners,shock absorbers,poly foam resins,and universal wastes. Manifests for waste disposal are available for review.Generator copies are mailed to DTSC.Copies of manifests are kept for at least 3 years.The Business Emergency Plan is complete and available on site. Verified the owner as Pacific Bell Telephone Company.No violations observed. TC5655027.2s Page 21 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SMITH TOOL/TUNGSTON CARBIDE (Continued) S108752210 Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 04-25-2017 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed and declined HMBEP submittal The following corrections are still needed:CHEMICAL INVENTORY Please complete all required fields listed below: U Waste?E Waste?complete the Mixture Components chart by identifying the hazardous components of the waste Waste Hydrocarbon ?complete Mixture Components chart Haz Waste Solids Lab Packs ?complete Mixture components chart Waste Misc Aerosols?complete Mixture Chart Waste Oily Water?complete Fire Code//complete Mixture Chart Haz Waste Liquid Lab Packs?complete Mixture Chart Polywater Type NB?complete the Mixture Chart Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 07-16-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Read/review 2015 HMBEP. Updated ER staff.Accepted. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 11-25-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: CERS REVIEW-UPDATE CONTACTS Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 12-19-2014 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Read/review HMBEP in CERS.Added some haz mat.Accepted. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Affiliation: Affiliation Type Desc: Environmental Contact Entity Name: AT&T EH&S Hotline-Option#1 Entity Title: Not reported Affiliation Address: 308 S.Akard St.,17th Floor Affiliation City: Dallas Affiliation State: TX Affiliation Country: Not reported Affiliation Zip: 75202 TC5655027.2s Page 22 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SMITH TOOL/TUNGSTON CARBIDE (Continued) S108752210 Affiliation Phone: Not reported Affiliation Type Desc: Facility Mailing Address Entity Name: Mailing Address Entity Title: Not reported Affiliation Address: 308 S.Akard St.,17th Floor Affiliation City: Dallas Affiliation State: TX Affiliation Country: Not reported Affiliation Zip: 75202 Affiliation Phone: Not reported Affiliation Type Desc: Identification Signer Entity Name: Jeremy McGrue Entity Title: National EPCRA Manager Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Operator Entity Name: AT&T California Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: (800)566-9347 Affiliation Type Desc: Legal Owner Entity Name: Pacific Bell Telephone Company dba AT&T California Entity Title: Not reported Affiliation Address: 308 S.Akard St.,17th Floor Affiliation City: Dallas Affiliation State: TX Affiliation Country: United States Affiliation Zip: 75202 Affiliation Phone: (214)464-1712 Affiliation Type Desc: CUPA District Entity Name: Orange County Env Health Entity Title: Not reported Affiliation Address: 1241 East Dyer RoadSuite 120 Affiliation City: Santa Ana Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92705-5611 Affiliation Phone: (714)433-6000 Affiliation Type Desc: Document Preparer Entity Name: Peter Burnell,Sigma Consultants,Inc. Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported TC5655027.2s Page 23 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SMITH TOOL/TUNGSTON CARBIDE (Continued) S108752210 Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Parent Corporation Entity Name: Pacific Bell Telephone Company dba AT&T California Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Orange Co. Industrial Site: Case ID: 881C070 Record ID: RO0003086 Current Status: CLOSED 1/1/1965 Closure Type: Transferred to OCLOP Program Released Chemical: DATA NOT ENTERED,SEE FILE CERS TANKS: Site ID: 385792 CERS ID: 10447402 Site Name: AT&T CALIFORNIA-LEP35 CERS Description: Chemical Storage Facilities Violations: Site ID: 385792 Site Name: AT&T California-LEP35 Violation Date: 04-08-2014 Citation: 19 CCR 4 2729.2(a)(3)-California Code of Regulations,Title 19, Chapter 4,Section(s)2729.2(a)(3) Violation Description: Failure to complete and/or submit an annotated site map if required by CUPA. Violation Notes: Returned to compliance on 06/09/2014.The freon is listed on the inventory but the map shows it inside the garage. It is actually located outside the southwest side of the building.Please update the map and re submission CERS for re evaluation.After re evaluation,the violation will be abated. Violation Division: Orange County Environmental Health Violation Program: HMRRP Violation Source: CERS Evaluation: Eval General Type: Other/Unknown Eval Date: 01-24-2017 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed HMBEP submittal.Facility has complied with 2017 annual reporting requirement.Package was declined and an email sent to the facility contact.The following corrections are needed:CHEMICAL INVENTORY Asphalt patch?complete Fire Code Hazard Classes Freon 22- physical state and units must match?if stored as a gas then convert TC5655027.2s Page 24 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SMITH TOOL/TUNGSTON CARBIDE (Continued) S108752210 and report all amounts in cubic feet Hydraulic Fluid&Motor Oil& Waste Motor Oil?complete the CAS#for all materials listed on Mixture Chart(lubricating base oil=64742-65-0;remove any proprietary info that is non-haz,otherwise subject to full disclosure)Propane? change physical state to liquid//Fire Code=Flammable Liquefied Gas U Waste?E Waste?report in pounds?this material may not meet the 500 pound reporting requirement.Complete the Mixture Components chart by identifying the hazardous components of the waste U-Waste? Batteries-report in pounds?this material may not meet the 500 pound reporting[Truncated] Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 01-31-2017 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed HMBEP submittal.Package was declined and an email sent to the facility contact.The following corrections are still needed: CHEMICAL INVENTORY Please complete all required fields listed below: Asphalt patch?complete Fire Code Hazard Classes Waste Motor Oil? remove CAS#from Chemical Identification section and only report it on the Mixture Components chart?this material will not be 100%base oils as it is a waste which contains other contaminants U Waste?E Waste?complete the Mixture Components chart by identifying the hazardous components of the waste U-Waste?Batteries-this material does not meet the 500 pound reporting requirement and may be removed from your disclosure Waste Hydrocarbon?complete Mixture Components chart Haz Waste Solids Lab Packs?complete Mixture components chart Waste Misc Aerosols?complete Mixture Chart Waste Oily Water? complete Fire Code//complete Mixture Chart Haz Waste Liquid Lab Packs ?complete Mixture[Truncated] Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 03-19-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: File purge Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 04-08-2014 Violations Found: Yes Eval Type: Routine done by local agency Eval Notes: On site for the triennial Hazardous Materials Disclosure/Business Emergency Plan(HMBEP)inspection.Permission to inspect granted by AT&T/Hart.On site inspection asphalt patch,nitrogen,propane, oxygen,oil waste water,antifreeze,ATF,motor oil,diesel,oil filters,waste oil and antifreeze and waste oily rags matches the chemicals reported in CERS.No violations.The freon is not on the map.See violations. TC5655027.2s Page 25 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SMITH TOOL/TUNGSTON CARBIDE (Continued) S108752210 Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 04-14-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Read/review 2015 HMBEP submittal via CERS.Accepted. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 06-09-2014 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Read/review updated HMBEP in CERS as a result of violations listed on a previous on-site inspection.CERS has been updated properly and accepted.Violation(s)listed on the previous field report are abated. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 06-17-2014 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous waste inspection.Consent to enter and inspect granted by Tom Ludden.Observed the shop area,waste storage areas,perimeter of facility and trash container.Drums of wastes are covered and labeled.Wastes include oil,oil filters,coolant,parts washer,universal waste,calibration gas cylinders,and epoxy. Manifests for waste disposal are available for review.Emergency response information is posted in the shop.Verified the owner as Pacific Bell Telephone Company. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 09-08-2014 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Read/review HMBEP in CERS.Accepted. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 12-12-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Read/review 2015 HMBEP.Accepted. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS TC5655027.2s Page 26 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SMITH TOOL/TUNGSTON CARBIDE (Continued) S108752210 Eval General Type: Other/Unknown Eval Date: 05-05-2014 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Review violations. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 07-26-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Read/review updated 2016 HMBEP.Accepted. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 09-22-2017 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed and declined HMBEP submittal.The following corrections are still needed:CHEMICAL INVENTORY U Waste?E Waste?complete the Mixture Components chart by identifying the hazardous components of the waste Haz Waste Solids Lab Packs?complete Mixture components chart Waste Misc Aerosols?complete Mixture Chart Haz Waste Liquid Lab Packs?complete Mixture Chart Polywater Type NB?complete the Mixture Chart with all hazardous ingredients?if material is not hazardous then should not be reported on inventory. However,please note that if the product has a NFPA rating of 1 in any category, product is considered to be hazardous under California HMBEP regulations and all components Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 12-24-2013 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Read/review HMBEP in CERS.Accepted. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 02-18-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Read/review 2016 HMBEP.Accepted. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 04-19-2017 TC5655027.2s Page 27 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SMITH TOOL/TUNGSTON CARBIDE (Continued) S108752210 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous materials inspection.Consent to enter and inspect granted by Tom Ludden on 4/19/17 and Rebecca Knoche on 5/3/17.Confirmed the storage of hazardous materials throughout the facility including the fleet shop,recycle center,and construction yard.Discussed the annual hazardous materials and hazardous waste training with Rebecca Knoche.Rebecca reported that training is completed online by each employee annually.A copy of the Business Emergency Plan is complete and available on site.No violations observed. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 04-19-2017 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous waste inspection.Consent to enter and inspect granted by Tom Ludden on 4/19/17 and Rebecca Knoche on 5/3/17. Observed the fleet shop area,recycle center,construction yard,waste storage areas,perimeter of facility and trash containers.Containers of wastes are covered and labeled throughout.Wastes include oil,oil filters,antifreeze,oily absorbents,aqueous parts and brake cleaners,shock absorbers,poly foam resins,and universal wastes. Manifests for waste disposal are available for review.Generator copies are mailed to DTSC.Copies of manifests are kept for at least 3 years.The Business Emergency Plan is complete and available on site. Verified the owner as Pacific Bell Telephone Company.No violations observed. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 04-25-2017 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed and declined HMBEP submittal The following corrections are still needed:CHEMICAL INVENTORY Please complete all required fields listed below: U Waste?E Waste?complete the Mixture Components chart by identifying the hazardous components of the waste Waste Hydrocarbon ?complete Mixture Components chart Haz Waste Solids Lab Packs ?complete Mixture components chart Waste Misc Aerosols?complete Mixture Chart Waste Oily Water?complete Fire Code//complete Mixture Chart Haz Waste Liquid Lab Packs?complete Mixture Chart Polywater Type NB?complete the Mixture Chart Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 07-16-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Read/review 2015 HMBEP. Updated ER staff.Accepted. TC5655027.2s Page 28 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SMITH TOOL/TUNGSTON CARBIDE (Continued) S108752210 Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 11-25-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: CERS REVIEW-UPDATE CONTACTS Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 12-19-2014 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Read/review HMBEP in CERS.Added some haz mat.Accepted. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Affiliation: Affiliation Type Desc: Environmental Contact Entity Name: AT&T EH&S Hotline-Option#1 Entity Title: Not reported Affiliation Address: 308 S.Akard St.,17th Floor Affiliation City: Dallas Affiliation State: TX Affiliation Country: Not reported Affiliation Zip: 75202 Affiliation Phone: Not reported Affiliation Type Desc: Facility Mailing Address Entity Name: Mailing Address Entity Title: Not reported Affiliation Address: 308 S.Akard St.,17th Floor Affiliation City: Dallas Affiliation State: TX Affiliation Country: Not reported Affiliation Zip: 75202 Affiliation Phone: Not reported Affiliation Type Desc: Identification Signer Entity Name: Jeremy McGrue Entity Title: National EPCRA Manager Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Operator Entity Name: AT&T California Entity Title: Not reported Affiliation Address: Not reported TC5655027.2s Page 29 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SMITH TOOL/TUNGSTON CARBIDE (Continued) S108752210 Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: (800)566-9347 Affiliation Type Desc: Legal Owner Entity Name: Pacific Bell Telephone Company dba AT&T California Entity Title: Not reported Affiliation Address: 308 S.Akard St.,17th Floor Affiliation City: Dallas Affiliation State: TX Affiliation Country: United States Affiliation Zip: 75202 Affiliation Phone: (214)464-1712 Affiliation Type Desc: CUPA District Entity Name: Orange County Env Health Entity Title: Not reported Affiliation Address: 1241 East Dyer RoadSuite 120 Affiliation City: Santa Ana Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92705-5611 Affiliation Phone: (714)433-6000 Affiliation Type Desc: Document Preparer Entity Name: Peter Burnell,Sigma Consultants,Inc. Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Parent Corporation Entity Name: Pacific Bell Telephone Company dba AT&T California Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Site ID: 194490 CERS ID: T0605900457 Site Name: SMITH IND.(TUNGSTON-CARBIDE) CERS Description: Leaking Underground Storage Tank Cleanup Site Affiliation: Affiliation Type Desc: Local Agency Caseworker Entity Name: LUIS LODRIGUEZA-ORANGE COUNTY Entity Title: Not reported Affiliation Address: 2009 E.EDINGER AVE. Affiliation City: SANTA ANA TC5655027.2s Page 30 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SMITH TOOL/TUNGSTON CARBIDE (Continued) S108752210 Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Regional Board Caseworker Entity Name: MIGUEL OVIEDO-SANTA ANA RWQCB(REGION 8) Entity Title: Not reported Affiliation Address: 3737 Main Street,Suite 500 Affiliation City: RIVERSIDE Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: 9517823238 Al2 AT&T CALIFORNIA-LEP35 FINDS 1016874866 Target 14451 MYFORD RD N/A Property TUSTIN,CA 92780 Site 12 of 16 in cluster A Actual: FINDS: 67 ft. Registry ID: 110059754779 Environmental Interest/Information System STATE MASTER Click this hyperlink while viewing on your computer to access additional FINDS:detail in the EDR Site Report. A13 TUNGSTON-CARBIDE(SMITH IND.) RGA LUST S114707481 Target 14451 MYFORD ROAD N/A Property TUSTIN,CA Site 13 of 16 in cluster A Actual: RGA LUST: 67 ft. 1995 TUNGSTON-CARBIDE(SMITH IND.) 14451 MYFORD ROAD 1994 TUNGSTON-CARBIDE(SMITH IND.) 14451 MYFORD ROAD 1993 TUNGSTON-CARBIDE(SMITH IND.) 14451 MYFORD ROAD A14 TUNGSTON-CARBIDE RGA LUST S114707482 Target 14451 MYFORD ROAD N/A Property TUSTIN,CA Site 14 of 16 in cluster A Actual: RGA LUST: 67 ft. 1992 TUNGSTON-CARBIDE 14451 MYFORD ROAD TC5655027.2s Page 31 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number A15 SMITH IND.(TUNGSTON-CARBIDE) LUST S102423358 Target 14451 MYFORD RD N/A Property TUSTIN,CA 92680 Site 15 of 16 in cluster A Actual: LUST REG 8: 67 ft. Region: 8 County: Orange Regional Board: Santa Ana Region Facility Status: Remedial action(cleanup)Underway Case Number: 083000571T Local Case Num: 86UT135 Case Type: Aquifer affected Substance: Chlorinated Hydrocarbons Qty Leaked: Not reported Abate Method: EDGT Cross Street: BRYAN Enf Type: MRPO Funding: State Funds How Discovered: Not reported How Stopped: Not reported Leak Cause: Not reported Leak Source: Not reported Global ID: T0605900457 How Stopped Date: Not reported Enter Date: 1/26/2000 Date Confirmation of Leak Began: Not reported Date Preliminary Assessment Began: Not reported Discover Date: Not reported Enforcement Date: Not reported Close Date: Not reported Date Prelim Assessment Workplan Submitted: Not reported Date Pollution Characterization Began: 7/20/1987 Date Remediation Plan Submitted: 1/1/1990 Date Remedial Action Underway: 3/12/2003 Date Post Remedial Action Monitoring: Not reported Enter Date: 1/26/2000 GW Qualifies: Not reported Soil Qualifies: Not reported Operator: Not reported Facility Contact: Not reported Interim: Not reported Oversite Program: LUST Latitude: 33.71531 Longitude: -117.8032537 MTBE Date: Not reported Max MTBE GW: Not reported MTBE Concentration: 0 Max MTBE Soil: Not reported MTBE Fuel: 0 MTBE Tested: Not Required to be Tested. MTBE Class: Staff: TME Staff Initials: LAL Lead Agency: Regional Board Local Agency: 30000 Hydr Basin#: COASTAL PLAIN OF ORA Beneficial: Not reported TC5655027.2s Page 32 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SMITH IND.(TUNGSTON-CARBIDE) (Continued) S102423358 Priority: Not reported Cleanup Fund Id: Not reported Work Suspended: Not reported Summary: WDR ADOPTED 9/90.GROUNDWATER TREATMENT SYSTEM ONLINE QUARTERLY GROUNDWATER MONITORING IS ONGOING. A16 PACIFIC BELL LUST 1000474509 Target 14451 MYFORD RD CA FID UST N/A Property TUSTIN,CA 92680 EMI HIST CORTESE Site 16 of 16 in cluster A Actual: ORANGE CO. LUST: 67 ft. Region: ORANGE Facility Id: 86UT135 Released Substance: Chlorinated hydrocarbons Date Closed: 02/23/1995 Record ID: RO0001603 Region: ORANGE Facility Id: 86UT135 Released Substance: SOLVENTS-HALOGENATED Date Closed: Not reported Record ID: RO0000087 CA FID UST: Facility ID: 30000624 Regulated By: UTNKA Regulated ID: Not reported Cortese Code: Not reported SIC Code: Not reported Facility Phone: 7146450010 Mail To: Not reported Mailing Address: Not reported Mailing Address 2: Not reported Mailing City,St,Zip: TUSTIN 92680 Contact: Not reported Contact Phone: Not reported DUNs Number: Not reported NPDES Number: Not reported EPA ID: Not reported Comments: Not reported Status: Active EMI: Year: 1987 County Code: 30 Air Basin: Sc Facility ID: 56770 Air District Name: Sc SIC Code: 3599 Air District Name: SOUTH COAST AQMD Community Health Air Pollution Info System: Not reported Consolidated Emission Reporting Rule: Not reported Total Organic Hydrocarbon Gases Tons/Yr: 1 Reactive Organic Gases Tons/Yr: 0 Carbon Monoxide Emissions Tons/Yr: 0 TC5655027.2s Page 33 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PACIFIC BELL (Continued) 1000474509 NOX-Oxides of Nitrogen Tons/Yr: 0 SOX-Oxides of Sulphur Tons/Yr: 0 Particulate Matter Tons/Yr: 0 Part. Matter 10 Micrometers and Smllr Tons/Yr:O HIST CORTESE: Region: CORTESE Facility County Code: 30 Reg By: LTNKA Reg Id: 083000571T Region: CORTESE Facility County Code: 30 Reg By: LTNKA Reg Id: 083000951T DOD TUSTIN MARINE CORPS AIR STATION(CLOSED) DOD CUSA143892 Region N/A SW TUSTIN MARINE CORPS AIR S(County),CA 1/4-1/2 2582 ft. DOD: Feature 1: Marine Corps DOD Feature 2: Not reported Feature 3: Not reported URL: Not reported Name 1: Tustin Marine Corps Air Station(Closed) Name 2: Not reported Name 3: Not reported State: CA DOD Site: Yes Tile name: CAORANGE B17 UNISEN INC RCRA-SQG 1001404431 East 14410 MYFORD FINDS CAR000048397 <1/8 IRVINE,CA 92606 ECHO 0.017 mi. 91 ft. Site 1 of 5 in cluster B Relative: RCRA-SQG: Lower Date form received by agency:01/27/1999 Actual: Facility name: UNISEN INC 66 ft. Facility address: 14410 MYFORD IRVINE, CA 92606 EPA ID: CAR000048397 Contact: BRAD EVERETT Contact address: 14410 MYFORD IRVINE, CA 92606 Contact country: US Contact telephone: 714-669-1660 Contact email: Not reported EPA Region: 09 Classification: Small Small Quantity Generator Description: Handler:generates more than 100 and less than 1000 kg of hazardous waste during any calendar month and accumulates less than 6000 kg of TC5655027.2s Page 34 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number UNISEN INC (Continued) 1001404431 hazardous waste at any time;or generates 100 kg or less of hazardous waste during any calendar month,and accumulates more than 1000 kg of hazardous waste at any time Owner/Operator Summary: Owner/operator name: UNISEN INC Owner/operator address: 14410 MYFORD IRVINE,CA 92606 Owner/operator country: Not reported Owner/operator telephone: 714-669-1660 Owner/operator email: Not reported Owner/operator fax: Not reported Owner/operator extension: Not reported Legal status: Private Owner/Operator Type: Owner Owner/Op start date: Not reported Owner/Op end date: Not reported Handler Activities Summary: U.S.importer of hazardous waste: No Mixed waste(haz.and radioactive): No Recycler of hazardous waste: No Transporter of hazardous waste: No Treater,storer or disposer of HW: No Underground injection activity: No On-site burner exemption: No Furnace exemption: No Used oil fuel burner: No Used oil processor: No User oil refiner: No Used oil fuel marketer to burner: No Used oil Specification marketer: No Used oil transfer facility: No Used oil transporter: No Waste code: D006 Waste name: CADMIUM Waste code: D039 Waste name: TETRACHLOROETHYLENE Violation Status: No violations found FINDS: Registry ID: 110002926148 Environmental Interest/Information System California Hazardous Waste Tracking System-Datamart(HWTS-DATAMART) provides California with information on hazardous waste shipments for generators,transporters,and treatment,storage,and disposal facilities. RCRAInfo is a national information system that supports the Resource Conservation and Recovery Act(RCRA)program through the tracking of events and activities related to facilities that generate,transport, and treat,store,or dispose of hazardous waste.RCRAInfo allows RCRA TC5655027.2s Page 35 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number UNISEN INC (Continued) 1001404431 program staff to track the notification,permit,compliance,and corrective action activities required under RCRA. dirk this hgpprlink while viewing on your computer to access additional FINDS:detail in the EDR Site Report. ECHO: Envid: 1001404431 Registry ID: 110002926148 DFR URL: http://echo.epa.gov/detailed-facility-report?fid=110002926148 B18 N2 IMAGING SYSTEMS LLC CERS HAZ WASTE S113150841 ESE 14440 MYFORD RD HAZNET N/A <1/8 IRVINE,CA 92606 CERS 0.018 mi. 95 ft. Site 2 of 5 in cluster B Relative: CERS HAZ WASTE: Lower Site ID: 365554 Actual: CERS ID: 10563529 66 ft. CERS Description: Hazardous Waste Generator Evaluation: Eval General Type: Compliance Evaluation Inspection Eval Date: 02-18-2016 Violations Found: No Eval Type: Routine done by local agency Eval Notes: N2 Imaging Systems LLC 14440 Myford Rd.Irvine,CA 92606 FA0051250 Onsite to conduct a routine hazardous material business emergency plan HMBEP inspection.Consent to inspect and take photos if necessary was granted by Patrick Joyce,EH&S.No photos were taken on this date.The following disclosable materials were observed:Nitrogen cylinders:8 x 304 cu.ft.Oxygen cylinder:304 cu.ft. 17 CNC machines with water soluble cutting coolant:aggregate reservoir volume unknown Orange County Environmental Health,as the Certified Unified Program Agency (OC CUPA),is the administrating agency for the Hazardous Materials Disclosure and Business Emergency Plan programs(HMD/BEP)previously administered by the Orange County Fire Authority.During the months of August and December of 2013,the OC CUPA sent out letters to regulated businesses requesting them to electronically submit their HMD/BEP forms. Electronic submission of these forms is a legal requirement. [Truncated] Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 03-04-2017 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: reviewed submissions on CERS.2-14-17 facility-under review-owner identified different form our records.3-28-16 inventory-not accepted-most recent submittal will be reviewed.2-14-16 inventory- not accepted.>ALL INVENTORY-identify fire code hazard classes.> Hysol MB20-mixture-identify components'CAS#s.>Waste machining coolant-Identify state waste code,annual waste amount,component's CAS#.>lono Plus-complete mixture component table.>Hysol MB20- TC5655027.2s Page 36 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number N2 IMAGING SYSTEMS LLC (Continued) S113150841 complete mixture component table.>Site map-Please identify locations of:electrical panel,water shut off,natural gas shut offs, fire risers, FDC,nearest fire hydrant.3-28-16 plans-not accepted- most recent submittal will be reviewed.2-14-17 plans-not accepted- must identify local unified program agency's phone number(it's 714 433 6000). Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 04-29-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: CERS review:BA/OW pg-Initial CERS filing Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Coordinates: Site ID: 365554 Facility Name: N2 IMAGING SYSTEMS LLC Env Int Type Code: HWG Program ID: 10563529 Coord Name: Not reported Ref Point Type Desc: Center of a facility or station. Latitude: 33.715580 Longitude: -117.802990 Affiliation: Affiliation Type Desc: Document Preparer Entity Name: David Ramos Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Identification Signer Entity Name: David Ramos Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Operator Entity Name: UNITED TECHNOLOGIES Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported TC5655027.2s Page 37 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number N2 IMAGING SYSTEMS LLC (Continued) S113150841 Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: (860)728-7000 Affiliation Type Desc: CUPA District Entity Name: Orange County Env Health Entity Title: Not reported Affiliation Address: 1241 East Dyer RoadSuite 120 Affiliation City: Santa Ana Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92705-5611 Affiliation Phone: (714)433-6000 Affiliation Type Desc: Environmental Contact Entity Name: DAVID RAMOS Entity Title: Not reported Affiliation Address: 14440 MYFORD RD Affiliation City: IRVINE Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92606 Affiliation Phone: Not reported Affiliation Type Desc: Parent Corporation Entity Name: N2 IMAGING SYSTEMS LLC Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Facility Mailing Address Entity Name: Mailing Address Entity Title: Not reported Affiliation Address: 14440 Myford Rd. Affiliation City: Irvine Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92606 Affiliation Phone: Not reported Affiliation Type Desc: Legal Owner Entity Name: UNITED TECHNOLOGIES Entity Title: Not reported Affiliation Address: 10 Farm Springs Rd. Affiliation City: Farmington Affiliation State: CT Affiliation Country: United States Affiliation Zip: 06032 Affiliation Phone: (860)728-7000 HAZN ET: Site Name: N2 IMAGING SYSTEMS LLC TC5655027.2s Page 38 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number N2 IMAGING SYSTEMS LLC (Continued) S113150841 Year: 2017 GEPAID: CAL000327559 Contact: DAVID RAMOS Telephone: 7145738800 Mailing Name: Not reported Mailing Address: 14440 MYFORD RD Mailing City,St,Zip: IRVINE,CA 926061001 Gen County: Orange TSD EPA ID: CAD044429835 TSD County: Los Angeles Waste Category: Aqueous solution with total organic residues less than 10 percent Disposal Method: Storage,Bulking,And/Or Transfer Off Site--No TreatmenUReovery (H010-H129)Or(H131-H135) Tons: 0.9 Cat Decode: Aqueous solution with total organic residues less than 10 percent Method Decode: Storage,Bulking,And/Or Transfer Off Site--No TreatmenUReovery (H010-H129)Or(H131-H135) Facility County: Orange Site Name: N2 IMAGING SYSTEMS LLC Year: 2017 GEPAID: CAL000327559 Contact: DAVID RAMOS Telephone: 7145738800 Mailing Name: Not reported Mailing Address: 14440 MYFORD RD Mailing City,St,Zip: IRVINE,CA 926061001 Gen County: Orange TSD EPA ID: CAD044429835 TSD County: Los Angeles Waste Category: Waste oil and mixed oil Disposal Method: Storage,Bulking,And/Or Transfer Off Site--No TreatmenUReovery (H010-H129)Or(H131-H135) Tons: 0.7 Cat Decode: Waste oil and mixed oil Method Decode: Storage,Bulking,And/Or Transfer Off Site--No TreatmenUReovery (H010-H129)Or(H131-H135) Facility County: Orange Site Name: N2 IMAGING SYSTEMS LLC Year: 2017 GEPAID: CAL000327559 Contact: DAVID RAMOS Telephone: 7145738800 Mailing Name: Not reported Mailing Address: 14440 MYFORD RD Mailing City,St,Zip: IRVINE,CA 926061001 Gen County: Orange TSD EPA ID: CAD044429835 TSD County: Los Angeles Waste Category: Other organic solids Disposal Method: Storage,Bulking,And/Or Transfer Off Site--No TreatmenUReovery (H010-H129)Or(H131-H135) Tons: 0.075 Cat Decode: Other organic solids Method Decode: Storage,Bulking,And/Or Transfer Off Site--No TreatmenUReovery (H010-H129)Or(H131-H135) TC5655027.2s Page 39 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number N2 IMAGING SYSTEMS LLC (Continued) S113150841 Facility County: Orange Site Name: N2 IMAGING SYSTEMS LLC Year: 2017 GEPAID: CAL000327559 Contact: DAVID RAMOS Telephone: 7145738800 Mailing Name: Not reported Mailing Address: 14440 MYFORD RD Mailing City,St,Zip: IRVINE,CA 926061001 Gen County: Orange TSD EPA ID: CAD059494310 TSD County: Santa Clara Waste Category: Off-specification,aged or surplus inorganics Disposal Method: Storage,Bulking,And/Or Transfer Off Site--No TreatmenUReovery (H010-H129)Or(H131-H135) Tons: 0.3 Cat Decode: Off-specification,aged or surplus inorganics Method Decode: Storage,Bulking,And/Or Transfer Off Site--No TreatmenUReovery (H010-H129)Or(H131-H135) Facility County: Orange Site Name: N2 IMAGING SYSTEMS LLC Year: 2017 GEPAID: CAL000327559 Contact: DAVID RAMOS Telephone: 7145738800 Mailing Name: Not reported Mailing Address: 14440 MYFORD RD Mailing City,St,Zip: IRVINE,CA 926061001 Gen County: Orange TSD EPA ID: ARD069748192 TSD County: 99 Waste Category: Off-specification,aged or surplus organics Disposal Method: Incineration--Thermal Destruction Other Than Use As A Fuel Tons: 0.05 Cat Decode: Off-specification,aged or surplus organics Method Decode: Incineration--Thermal Destruction Other Than Use As A Fuel Facility County: Orange C;lirk this hgpprlink while viewing on your computer to access 33 additional CA_HAZNET:record(s)in the EDR Site Report. CERS TANKS: Site ID: 365554 CERS ID: 10563529 Site Name: N2 IMAGING SYSTEMS LLC CERS Description: Chemical Storage Facilities Evaluation: Eval General Type: Compliance Evaluation Inspection Eval Date: 02-18-2016 Violations Found: No Eval Type: Routine done by local agency Eval Notes: N2 Imaging Systems LLC 14440 Myford Rd.Irvine,CA 92606 FA0051250 Onsite to conduct a routine hazardous material business emergency plan HMBEP inspection.Consent to inspect and take photos if necessary was TC5655027.2s Page 40 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number N2 IMAGING SYSTEMS LLC (Continued) S113150841 granted by Patrick Joyce,EH&S.No photos were taken on this date.The following disclosable materials were observed:Nitrogen cylinders:8 x 304 cu.ft.Oxygen cylinder:304 cu.ft. 17 CNC machines with water soluble cutting coolant:aggregate reservoir volume unknown Orange County Environmental Health,as the Certified Unified Program Agency (OC CUPA),is the administrating agency for the Hazardous Materials Disclosure and Business Emergency Plan programs(HMD/BEP)previously administered by the Orange County Fire Authority.During the months of August and December of 2013,the OC CUPA sent out letters to regulated businesses requesting them to electronically submit their HMD/BEP forms. Electronic submission of these forms is a legal requirement. [Truncated] Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 03-04-2017 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: reviewed submissions on CERS.2-14-17 facility-under review-owner identified different form our records.3-28-16 inventory-not accepted-most recent submittal will be reviewed.2-14-16 inventory- not accepted.>ALL INVENTORY-identify fire code hazard classes.> Hysol MB20-mixture-identify components'CAS#s.>Waste machining coolant-Identify state waste code,annual waste amount,component's CAS#.>lono Plus-complete mixture component table.>Hysol MB20- complete mixture component table.>Site map-Please identify locations of:electrical panel,water shut off,natural gas shut offs, fire risers, FDC,nearest fire hydrant.3-28-16 plans-not accepted- most recent submittal will be reviewed.2-14-17 plans-not accepted- must identify local unified program agency's phone number(it's 714 433 6000). Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 04-29-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: CERS review:BA/OW pg-Initial CERS filing Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Coordinates: Site ID: 365554 Facility Name: N2 IMAGING SYSTEMS LLC Env Int Type Code: HWG Program ID: 10563529 Coord Name: Not reported Ref Point Type Desc: Center of a facility or station. Latitude: 33.715580 Longitude: -117.802990 TC5655027.2s Page 41 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number N2 IMAGING SYSTEMS LLC (Continued) S113150841 Affiliation: Affiliation Type Desc: Document Preparer Entity Name: David Ramos Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Identification Signer Entity Name: David Ramos Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Operator Entity Name: UNITED TECHNOLOGIES Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: (860)728-7000 Affiliation Type Desc: CUPA District Entity Name: Orange County Env Health Entity Title: Not reported Affiliation Address: 1241 East Dyer RoadSuite 120 Affiliation City: Santa Ana Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92705-5611 Affiliation Phone: (714)433-6000 Affiliation Type Desc: Environmental Contact Entity Name: DAVID RAMOS Entity Title: Not reported Affiliation Address: 14440 MYFORD RD Affiliation City: IRVINE Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92606 Affiliation Phone: Not reported Affiliation Type Desc: Parent Corporation Entity Name: N2 IMAGING SYSTEMS LLC Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported TC5655027.2s Page 42 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number N2 IMAGING SYSTEMS LLC (Continued) S113150841 Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Facility Mailing Address Entity Name: Mailing Address Entity Title: Not reported Affiliation Address: 14440 Myford Rd. Affiliation City: Irvine Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92606 Affiliation Phone: Not reported Affiliation Type Desc: Legal Owner Entity Name: UNITED TECHNOLOGIES Entity Title: Not reported Affiliation Address: 10 Farm Springs Rd. Affiliation City: Farmington Affiliation State: CT Affiliation Country: United States Affiliation Zip: 06032 Affiliation Phone: (860)728-7000 B19 N2 IMAGING SYSTEM LLC CERS HAZ WASTE S118601266 ESE 14430 MYFORD RD NPDES N/A <1/8 IRVINE,CA 92606 CIWQS 0.021 mi. CERS 109 ft. Site 3 of 5 in cluster B Relative: CERS HAZ WASTE: Lower Site ID: 429268 Actual: CERS ID: 10749847 66 ft. CERS Description: Hazardous Waste Generator Violations: Site ID: 429268 Site Name: N2 Imaging Systems Violation Date: 02-18-2016 Citation: 22 CCR 12 66262.40(a)-California Code of Regulations,Title 22, Chapter 12,Section(s)66262.40(a) Violation Description: Failure to maintain uniform hazardous waste manifest,consolidated manifest,or bills of lading copies for three years. Violation Notes: Returned to compliance on 07/03/2017. Hazardous waste disposal documents were not available for review. Violation Division: Orange County Environmental Health Violation Program: HW Violation Source: CERS Site ID: 429268 Site Name: N2 Imaging Systems Violation Date: 02-18-2016 Citation: 22 CCR 12 66262.40(c)-California Code of Regulations,Title 22, Chapter 12,Section(s)66262.40(c) Violation Description: Failure to determine if the waste generated is a hazardous waste and to maintain analysis results for three years. Violation Notes: Returned to compliance on 07/03/2017.Please make hazardous waste TC5655027.2s Page 43 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number N2 IMAGING SYSTEM LLC (Continued) S118601266 determinations for the following wastes: EDM filters,metal grinding waste,dust collector waste. Violation Division: Orange County Environmental Health Violation Program: HW Violation Source: CERS Site ID: 429268 Site Name: N2 Imaging Systems Violation Date: 02-18-2016 Citation: 22 CCR 12 66262.34(f)-California Code of Regulations,Title 22, Chapter 12,Section(s)66262.34(f) Violation Description: Failure to properly label hazardous waste accumulation containers with the following requirements:"Hazardous Waste",name and address of the generator,physical and chemical characteristics of the Hazardous Waste,and starting accumulation date. Violation Notes: Returned to compliance on 07/03/2017.The waste coolant drums were observed not labeled. Violation Division: Orange County Environmental Health Violation Program: HW Violation Source: CERS Evaluation: Eval General Type: Compliance Evaluation Inspection Eval Date: 02-18-2016 Violations Found: No Eval Type: Routine done by local agency Eval Notes: N2 Imaging Systems LLC 14430 Myford Rd.Irvine,CA 92606 Onsite to conduct a routine hazardous material business emergency plan HMBEP inspection.Consent to inspect and take photos if necessary was granted by Patrick Joyce,EH&S.No photos were taken on this date.The following disclosable materials were observed:Spent coolant: 55-gallon drum+4 x 5-gallon buckets Nitrogen cylinders:12 x 304 cu. ft.+(258+228+80+258)cu.ft. Injection Molding Area- Dielectric Fluid:2 x 55-gallon drums Nitrogen cylinders:6 x 304 cu. ft.Mold shop-EDM machine: 155-gallon dielectric fluid reservoir+ small EDM machine with 15-gallon water reservoir Wire EDM machine: 100 gallon water reservoir Orange County Environmental Health,as the Certified Unified Program Agency(OC CUPA),is the administrating agency for the Hazardous Materials Disclosure and Business Emergency Plan programs(HMD/BEP)previously administered by the Orange County Fire Authority.During[Truncated] Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 02-18-2016 Violations Found: Yes Eval Type: Routine done by local agency Eval Notes: Onsite to conduct a routine hazardous waste inspection.Consent to inspect and take photos if necessary was granted by Patrick Joyce, EH&S.No hazardous waste was observed in the dumpster on this date and no photos were taken.The following were observed stored at 14430 Myford Road:55-gallon drum of spent coolant+4 x 5-gallon buckets. The waste containers were observed not properly labeled.3 x 55-gallon drums of water from the parts washer.Mr.Joyce stated that there is nothing added to the tap water in the process and that the residual is TC5655027.2s Page 44 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number N2 IMAGING SYSTEM LLC (Continued) S118601266 water with plastic particles. He stated that this facility does not have a discharge permit so they have chosen to containerize the waste water for offsite disposal by their hazardous waste transporter.There are two types of EDM machines in use at this facility.One uses oil as a dielectric fluid and the other uses water as a dielectric fluid. Both machine types have filtration systems.An employee in the machine room that[Truncated] Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Coordinates: Site ID: 429268 Facility Name: N2 Imaging Systems Env Int Type Code: HMBP Program ID: 10749847 Coord Name: Not reported Ref Point Type Desc: Center of a facility or station. Latitude: 33.715330 Longitude: -117.801350 Affiliation: Affiliation Type Desc: CUPA District Entity Name: Orange County Env Health Entity Title: Not reported Affiliation Address: 1241 East Dyer RoadSuite 120 Affiliation City: Santa Ana Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92705-5611 Affiliation Phone: (714)433-6000 Affiliation Type Desc: Environmental Contact Entity Name: David Andrew Ramos Entity Title: Not reported Affiliation Address: 14430 Myford Rd Affiliation City: Irvine Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92606 Affiliation Phone: Not reported Affiliation Type Desc: Legal Owner Entity Name: UNITED TECHNOLOGIES Entity Title: Not reported Affiliation Address: 10 Springs Rd. Affiliation City: Farmington Affiliation State: CT Affiliation Country: United States Affiliation Zip: 06032 Affiliation Phone: (860)728-0700 Affiliation Type Desc: Parent Corporation Entity Name: N2 IMAGING SYSTEMS LLC Entity Title: Not reported Affiliation Address: Not reported TC5655027.2s Page 45 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number N2 IMAGING SYSTEM LLC (Continued) S118601266 Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Document Preparer Entity Name: David Ramos Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Facility Mailing Address Entity Name: Mailing Address Entity Title: Not reported Affiliation Address: 14440 Myford Rd. Affiliation City: Irvine Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92606 Affiliation Phone: Not reported Affiliation Type Desc: Identification Signer Entity Name: David Ramos Entity Title: EH&S Manager Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Operator Entity Name: UNITED TECHNOLOGIES Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: (860)728-7000 NPDES: Facility Status: Active NPDES Number: CAS000001 Region: 8 Agency Number: 0 Regulatory Measure ID: 470919 Place ID: Not reported Order Number: 97-03-DWQ WDID: 8 30NEC004323 Regulatory Measure Type: Enrollee TC5655027.2s Page 46 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number N2 IMAGING SYSTEM LLC (Continued) S118601266 Program Type: Industrial Adoption Date Of Regulatory Measure: Not reported Effective Date Of Regulatory Measure: 04/25/2016 Termination Date Of Regulatory Measure: Not reported Expiration Date Of Regulatory Measure: Not reported Discharge Address: 14440 Myford Rd Discharge Name: N2 Imaging System LLC Discharge City: Irvine Discharge State: California Discharge Zip: 92606 Status: Not reported Status Date: Not reported Operator Name: Not reported Operator Address: Not reported Operator City: Not reported Operator State: Not reported Operator Zip: Not reported Facility Status: Not reported NPDES Number: Not reported Region: Not reported Agency Number: Not reported Regulatory Measure ID: Not reported Place ID: Not reported Order Number: Not reported WDID: 8 30NEC004323 Regulatory Measure Type: Industrial Program Type: Not reported Adoption Date Of Regulatory Measure: Not reported Effective Date Of Regulatory Measure: Not reported Termination Date Of Regulatory Measure: Not reported Expiration Date Of Regulatory Measure: Not reported Discharge Address: Not reported Discharge Name: Not reported Discharge City: Not reported Discharge State: Not reported Discharge Zip: Not reported Status: Active Status Date: 07/17/2018 Operator Name: N2 Imaging System LLC Operator Address: 14440 Myford Rd Operator City: Irvine Operator State: California Operator Zip: 92606 CIWQS: Agency: N2 Imaging System LLC Agency Address: 14440 Myford Rd, Irvine,CA 92606 Place/Project Type: Industrial-Search,Detection,Navigation,Guidance,Aeronautical, and Nautical Systems and Instruments SIC/NAICS: 3812 Region: 8 Program: INDSTW Regulatory Measure Status: Active Regulatory Measure Type: Storm water industrial Order Number: 2014-0057-DWQ WDID: 8 30NEC004323 TC5655027.2s Page 47 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number N2 IMAGING SYSTEM LLC (Continued) S118601266 NPDES Number: CAS000001 Adoption Date: Not reported Effective Date: 04/25/2016 Termination Date: Not reported Expiration/Review Date: Not reported Design Flow: Not reported Major/Minor: Not reported Complexity: Not reported TTWQ: Not reported Enforcement Actions within 5 years: 0 Violations within 5 years: 0 Latitude: 33.71499 Longitude: -117.80251 CERS TANKS: Site ID: 429268 CERS ID: 10749847 Site Name: N2 IMAGING SYSTEMS CERS Description: Chemical Storage Facilities Violations: Site ID: 429268 Site Name: N2 Imaging Systems Violation Date: 02-18-2016 Citation: 22 CCR 12 66262.40(a)-California Code of Regulations,Title 22, Chapter 12,Section(s)66262.40(a) Violation Description: Failure to maintain uniform hazardous waste manifest,consolidated manifest,or bills of lading copies for three years. Violation Notes: Returned to compliance on 07/03/2017. Hazardous waste disposal documents were not available for review. Violation Division: Orange County Environmental Health Violation Program: HW Violation Source: CERS Site ID: 429268 Site Name: N2 Imaging Systems Violation Date: 02-18-2016 Citation: 22 CCR 12 66262.40(c)-California Code of Regulations,Title 22, Chapter 12,Section(s)66262.40(c) Violation Description: Failure to determine if the waste generated is a hazardous waste and to maintain analysis results for three years. Violation Notes: Returned to compliance on 07/03/2017.Please make hazardous waste determinations for the following wastes: EDM filters,metal grinding waste,dust collector waste. Violation Division: Orange County Environmental Health Violation Program: HW Violation Source: CERS Site ID: 429268 Site Name: N2 Imaging Systems Violation Date: 02-18-2016 Citation: 22 CCR 12 66262.34(f)-California Code of Regulations,Title 22, Chapter 12,Section(s)66262.34(f) Violation Description: Failure to properly label hazardous waste accumulation containers with the following requirements:"Hazardous Waste",name and address of the generator,physical and chemical characteristics of the Hazardous Waste,and starting accumulation date. TC5655027.2s Page 48 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number N2 IMAGING SYSTEM LLC (Continued) S118601266 Violation Notes: Returned to compliance on 07/03/2017.The waste coolant drums were observed not labeled. Violation Division: Orange County Environmental Health Violation Program: HW Violation Source: CERS Evaluation: Eval General Type: Compliance Evaluation Inspection Eval Date: 02-18-2016 Violations Found: No Eval Type: Routine done by local agency Eval Notes: N2 Imaging Systems LLC 14430 Myford Rd.Irvine,CA 92606 Onsite to conduct a routine hazardous material business emergency plan HMBEP inspection.Consent to inspect and take photos if necessary was granted by Patrick Joyce,EH&S.No photos were taken on this date.The following disclosable materials were observed:Spent coolant: 55-gallon drum+4 x 5-gallon buckets Nitrogen cylinders:12 x 304 cu. ft.+(258+228+80+258)cu.ft. Injection Molding Area- Dielectric Fluid:2 x 55-gallon drums Nitrogen cylinders:6 x 304 cu. ft.Mold shop-EDM machine: 155-gallon dielectric fluid reservoir+ small EDM machine with 15-gallon water reservoir Wire EDM machine: 100 gallon water reservoir Orange County Environmental Health,as the Certified Unified Program Agency(OC CUPA),is the administrating agency for the Hazardous Materials Disclosure and Business Emergency Plan programs(HMD/BEP)previously administered by the Orange County Fire Authority.During[Truncated] Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 02-18-2016 Violations Found: Yes Eval Type: Routine done by local agency Eval Notes: Onsite to conduct a routine hazardous waste inspection.Consent to inspect and take photos if necessary was granted by Patrick Joyce, EH&S.No hazardous waste was observed in the dumpster on this date and no photos were taken.The following were observed stored at 14430 Myford Road:55-gallon drum of spent coolant+4 x 5-gallon buckets. The waste containers were observed not properly labeled.3 x 55-gallon drums of water from the parts washer.Mr.Joyce stated that there is nothing added to the tap water in the process and that the residual is water with plastic particles. He stated that this facility does not have a discharge permit so they have chosen to containerize the waste water for offsite disposal by their hazardous waste transporter.There are two types of EDM machines in use at this facility.One uses oil as a dielectric fluid and the other uses water as a dielectric fluid. Both machine types have filtration systems.An employee in the machine room that[Truncated] Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Coordinates: Site ID: 429268 Facility Name: N2 Imaging Systems TC5655027.2s Page 49 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number N2 IMAGING SYSTEM LLC (Continued) S118601266 Env Int Type Code: HMBP Program ID: 10749847 Coord Name: Not reported Ref Point Type Desc: Center of a facility or station. Latitude: 33.715330 Longitude: -117.801350 Affiliation: Affiliation Type Desc: CUPA District Entity Name: Orange County Env Health Entity Title: Not reported Affiliation Address: 1241 East Dyer RoadSuite 120 Affiliation City: Santa Ana Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92705-5611 Affiliation Phone: (714)433-6000 Affiliation Type Desc: Environmental Contact Entity Name: David Andrew Ramos Entity Title: Not reported Affiliation Address: 14430 Myford Rd Affiliation City: Irvine Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92606 Affiliation Phone: Not reported Affiliation Type Desc: Legal Owner Entity Name: UNITED TECHNOLOGIES Entity Title: Not reported Affiliation Address: 10 Springs Rd. Affiliation City: Farmington Affiliation State: CT Affiliation Country: United States Affiliation Zip: 06032 Affiliation Phone: (860)728-0700 Affiliation Type Desc: Parent Corporation Entity Name: N2 IMAGING SYSTEMS LLC Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Document Preparer Entity Name: David Ramos Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported TC5655027.2s Page 50 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number N2 IMAGING SYSTEM LLC (Continued) S118601266 Affiliation Type Desc: Facility Mailing Address Entity Name: Mailing Address Entity Title: Not reported Affiliation Address: 14440 Myford Rd. Affiliation City: Irvine Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92606 Affiliation Phone: Not reported Affiliation Type Desc: Identification Signer Entity Name: David Ramos Entity Title: EH&S Manager Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Operator Entity Name: UNITED TECHNOLOGIES Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: (860)728-7000 Site ID: 482393 CERS ID: 845367 Site Name: N2 IMAGING SYSTEM LLC CERS Description: Industrial Facility Storm Water Evaluation: Eval General Type: Compliance Evaluation Inspection Eval Date: 09-22-2016 Violations Found: No Eval Type: Industrial Storm Water Compliance Evaluation Eval Notes: Regional Board staff(staff)conducted a No Exposure Certification (NEC)inspection of the above facility on September 22,2016.No industrial activity was exposed to storm water.The facility's current condition meets the criteria as defined in the Industrial General Permit,NEC.No further action is required. Eval Division: Water Boards Eval Program: INDSTW Eval Source: SMARTS Affiliation: Affiliation Type Desc: Owner/Operator Entity Name: N2 Imaging System LLC Entity Title: Operator Affiliation Address: 14440 Myford Rd Affiliation City: Irvine Affiliation State: CA TC5655027.2s Page 51 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number N2 IMAGING SYSTEM LLC (Continued) S118601266 Affiliation Country: Not reported Affiliation Zip: 92606 Affiliation Phone: Not reported B20 TEXAS INSTRUMENTS INCORPORATED RCRA-SQG 1000247345 ENE 14351 MYFORD ROAD ENVIROSTOR CAD064469679 <1/8 TUSTIN,CA 92780 HIST UST 0.028 mi. CA FID UST 149 ft. Site 4 of 5 in cluster B CHMIRS Relative: CIWQS Higher RCRA-SQG: Actual: Date form received by agency:03/01/2002 68 ft. Facility name: TEXAS INSTRUMENTS INCORPORATED Facility address: 14351 MYFORD ROAD TUSTIN,CA 92780 EPA ID: CAD064469679 Mailing address: PO BOX 650311 MAIL STOP 3742 DALLAS,TX 75265 Contact: DAVID S PAIS Contact address: Not reported Not reported Contact country: US Contact telephone: 831-425-4280 Contact email: DAVID.PAIS@TI.COM EPA Region: 09 Land type: Private Classification: Small Small Quantity Generator Description: Handler:generates more than 100 and less than 1000 kg of hazardous waste during any calendar month and accumulates less than 6000 kg of hazardous waste at any time;or generates 100 kg or less of hazardous waste during any calendar month,and accumulates more than 1000 kg of hazardous waste at any time Handler Activities Summary: U.S.importer of hazardous waste: No Mixed waste(haz.and radioactive): No Recycler of hazardous waste: No Transporter of hazardous waste: No Treater,storer or disposer of HW: No Underground injection activity: No On-site burner exemption: No Furnace exemption: No Used oil fuel burner: No Used oil processor: No User oil refiner: No Used oil fuel marketer to burner: No Used oil Specification marketer: No Used oil transfer facility: No Used oil transporter: No Historical Generators: Date form received by agency:03/01/2002 Site name: TEXAS INSTRUMENTS INCORPORATED Classification: Large Quantity Generator TC5655027.2s Page 52 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TEXAS INSTRUMENTS INCORPORATED (Continued) 1000247345 Waste code: 123 Waste name: Unspecified alkaline solution Waste code: F003 Waste name: THE FOLLOWING SPENT NONHALOGENATED SOLVENTS:XYLENE,ACETONE,ETHYL ACETATE, ETHYL BENZENE,ETHYL ETHER,METHYL ISOBUTYL KETONE,N-BUTYL ALCOHOL,CYCLOHEXANONE,AND METHANOL;ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING,BEFORE USE,ONLY THE ABOVE SPENT NONHALOGENATED SOLVENTS;AND ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING,BEFORE USE,ONE OR MORE OF THE ABOVE NONHALOGENATED SOLVENTS,AND A TOTAL OF TEN PERCENT OR MORE(BY VOLUME)OF ONE OR MORE OF THOSE SOLVENTS LISTED IN F001,F002, F004,AND F005;AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. Waste code: F002 Waste name: THE FOLLOWING SPENT HALOGENATED SOLVENTS:TETRACHLOROETHYLENE, METHYLENE CHLORIDE,TRICHLOROETHYLENE, 1,1,1-TRICHLOROETHANE, CHLOROBENZENE, 1,1,2-TRICHLORO-1,2,2-TRI FLU OROETHANE, ORTHO-DICHLOROBENZENE,TRICHLOROFLUOROMETHANE,AND 1,1,2, TRICHLOROETHANE;ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING,BEFORE USE,A TOTAL OF TEN PERCENT OR MORE(BY VOLUME)OF ONE OR MORE OF THE ABOVE HALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED IN F001,F004,AND F005;AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. Waste code: F001 Waste name: THE FOLLOWING SPENT HALOGENATED SOLVENTS USED IN DEGREASING: TETRACHLOROETHYLENE,TRICHLORETHYLENE,METHYLENE CHLORIDE, 1,1,1-TRICHLOROETHANE,CARBON TETRACHLORIDE AND CHLORINATED FLUOROCARBONS;ALL SPENT SOLVENT MIXTURES/BLENDS USED IN DEGREASING CONTAINING,BEFORE USE,A TOTAL OF TEN PERCENT OR MORE(BY VOLUME)OF ONE OR MORE OF THE ABOVE HALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED IN F002,F004,AND F005;AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. Waste code: D035 Waste name: METHYL ETHYL KETONE Waste code: D011 Waste name: SILVER Waste code: D009 Waste name: MERCURY Waste code: D008 Waste name: LEAD Waste code: D007 Waste name: CHROMIUM Waste code: D002 Waste name: CORROSIVE WASTE Waste code: D001 Waste name: IGNITABLE WASTE TC5655027.2s Page 53 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TEXAS INSTRUMENTS INCORPORATED (Continued) 1000247345 Waste code: 792 Waste name: Liquids with pH <2 with metals Waste code: 741 Waste name: Liquids with halogenated organic compounds> 1000 mg/I Waste code: 725 Waste name: Liquids with mercury>20 mg/I Waste code: 352 Waste name: Other organic solids Waste code: 331 Waste name: Off-specification,aged,or surplus organics Waste code: 291 Waste name: Latex waste Waste code: 223 Waste name: Unspecified oil-containing waste Waste code: 221 Waste name: Waste oil and mixed oil Waste code: 214 Waste name: Unspecified solvent mixture Waste code: 213 Waste name: Hydrocarbon solvents(benzene,hexane,Stoddard,etc.) Waste code: 212 Waste name: Oxygenated solvents(acetone,butanol,ethyl acetate,etc.) Waste code: 181 Waste name: Other inorganic solid waste Waste code: 132 Waste name: Aqueous solution w/metals(<restricted levels and see waste code 121 for a list of metals) Date form received by agency:07/06/1998 Site name: SILICON SYSTEMS INC Classification: Small Quantity Generator Waste code: D001 Waste name: IGNITABLE WASTE Date form received by agency:09/01/1996 Site name: SILICON SYSTEMS INC Classification: Large Quantity Generator Date form received by agency:03/26/1996 Site name: SILICON SYSTEMS INC. Classification: Large Quantity Generator Date form received by agency:04/29/1994 Site name: SILICON SYSTEMS TC5655027.2s Page 54 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TEXAS INSTRUMENTS INCORPORATED (Continued) 1000247345 Classification: Large Quantity Generator Date form received by agency:02/28/1992 Site name: SILICON SYSTEMS Classification: Large Quantity Generator Violation Status: No violations found Evaluation Action Summary: Evaluation date: 12/28/1994 Evaluation: COMPLIANCE EVALUATION INSPECTION ON-SITE Area of violation: Not reported Date achieved compliance: Not reported Evaluation lead agency: State Contractor/Grantee ENVIROSTOR: Facility ID: 71002522 Status: Inactive-Needs Evaluation Status Date: Not reported Site Code: Not reported Site Type: Tiered Permit Site Type Detailed: Tiered Permit Acres: Not reported NPL: NO Regulatory Agencies: NONE SPECIFIED Lead Agency: NONE SPECIFIED Program Manager: Not reported Supervisor: Not reported Division Branch: Cleanup Cypress Assembly: 68 Senate: 37 Special Program: Not reported Restricted Use: NO Site Mgmt Req: NONE SPECIFIED Funding: Not reported Latitude: 33.71698 Longitude: -117.8029 APN: NONE SPECIFIED Past Use: NONE SPECIFIED Potential COC: NONE SPECIFIED Confirmed COC: NONE SPECIFIED Potential Description: NONE SPECIFIED Alias Name: CAD064469679 Alias Type: EPA Identification Number Alias Name: 71002522 Alias Type: Envirostor ID Number Completed Info: Completed Area Name: Not reported Completed Sub Area Name: Not reported Completed Document Type: Not reported Completed Date: Not reported Comments: Not reported Future Area Name: Not reported Future Sub Area Name: Not reported Future Document Type: Not reported Future Due Date: Not reported TC5655027.2s Page 55 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TEXAS INSTRUMENTS INCORPORATED (Continued) 1000247345 Schedule Area Name: Not reported Schedule Sub Area Name: Not reported Schedule Document Type: Not reported Schedule Due Date: Not reported Schedule Revised Date: Not reported HIST UST: File Number: Not reported URL: Not reported Region: STATE Facility ID: 00000004606 Facility Type: Other Other Type: SEMI-CONDUCTOR Contact Name: RON MOYER Telephone: 7147317110 Owner Name: SILICON SYSTEMS INC Owner Address: 14351 MYFORD RD Owner City,St,Zip: TUSTIN,CA 92680 Total Tanks: 0006 Tank Num: 001 Container Num: 1 Year Installed: 1981 Tank Capacity: 00002000 Tank Used for: WASTE Type of Fuel: Not reported Container Construction Thickness: 167 Leak Detection: Visual,Sensor Instrument,Groundwater Monitoring Well,Pressure Test Tank Num: 002 Container Num: 2 Year Installed: 1981 Tank Capacity: 00002000 Tank Used for: WASTE Type of Fuel: 06 Container Construction Thickness: 167 Leak Detection: Visual,Sensor Instrument,Groundwater Monitoring Well,Pressure Test Tank Num: 003 Container Num: 3 Year Installed: 1981 Tank Capacity: 00005000 Tank Used for: WASTE Type of Fuel: Not reported Container Construction Thickness: 196 Leak Detection: Visual,Sensor Instrument,Groundwater Monitoring Well,Pressure Test Tank Num: 004 Container Num: 1 Year Installed: 1981 Tank Capacity: 00002000 Tank Used for: WASTE Type of Fuel: Not reported Container Construction Thickness: .167 Leak Detection: Visual,Sensor Instrument,Groundwater Monitoring Well,Pressure Test Tank Num: 005 TC5655027.2s Page 56 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TEXAS INSTRUMENTS INCORPORATED (Continued) 1000247345 Container Num: 2 Year Installed: 1981 Tank Capacity: 00002000 Tank Used for: WASTE Type of Fuel: Not reported Container Construction Thickness: .167 Leak Detection: Visual,Sensor Instrument,Groundwater Monitoring Well,Pressure Test Tank Num: 006 Container Num: 3 Year Installed: 1981 Tank Capacity: 00005000 Tank Used for: WASTE Type of Fuel: Not reported Container Construction Thickness: .196 Leak Detection: Visual,Sensor Instrument,Groundwater Monitoring Well,Pressure Test CA FID UST: Facility ID: 30000330 Regulated By: UTNKA Regulated ID: Not reported Cortese Code: Not reported SIC Code: Not reported Facility Phone: 7145551212 Mail To: Not reported Mailing Address: 14351 MYFORD RD Mailing Address 2: Not reported Mailing City,St,Zip: TUSTIN 92680 Contact: Not reported Contact Phone: Not reported DUNs Number: Not reported NPDES Number: Not reported EPA ID: Not reported Comments: Not reported Status: Active CHMIRS: OES Incident Number: 276 OES notification: Not reported OES Date: 5/17/1994 OES Time: 02:57:39 PM Date Completed: Not reported Property Use: Not reported Agency Id Number: Not reported Agency Incident Number: Not reported Time Notified: Not reported Time Completed: Not reported Surrounding Area: Not reported Estimated Temperature: Not reported Property Management: Not reported More Than Two Substances Involved?: Not reported Resp Agncy Personel#Of Decontaminated: Not reported Responding Agency Personel#Of Injuries: Not reported Responding Agency Personel#Of Fatalities: Not reported Others Number Of Decontaminated: Not reported Others Number Of Injuries: Not reported TC5655027.2s Page 57 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TEXAS INSTRUMENTS INCORPORATED (Continued) 1000247345 Others Number Of Fatalities: Not reported Vehicle Make/year: Not reported Vehicle License Number: Not reported Vehicle State: Not reported Vehicle Id Number: Not reported CA DOT PUC/ICC Number: Not reported Company Name: Not reported Reporting Officer Name/ID: Not reported Report Date: Not reported Facility Telephone: Not reported Waterway Involved: YES Waterway: Not reported Spill Site: Not reported Cleanup By: silicon systems Containment: Not reported What Happened: Not reported Type: VAPOR Measure: Not reported Other: Not reported Date/Time: Not reported Year: 1994 Agency: silicon systems Incident Date: 0920 17 may Admin Agency: Not reported Amount: 200-300 cu feet Contained: NO Site Type: Not reported E Date: Not reported Substance: silane gas Unknown: Not reported Substance#2: Not reported Substance#3: Not reported Evacuations: NO Number of Injuries: NO Number of Fatalities: NO #1 Pipeline: Not reported #2 Pipeline: Not reported #3 Pipeline: Not reported #1 Vessel—300 Tons: Not reported #2 Vessel—300 Tons: Not reported #3 Vessel—300 Tons: Not reported Evacs: Not reported Injuries: Not reported Fatals: Not reported Comments: Not reported Description: line leaked after cylinder change,material released to atmosphere CIWQS: Agency: Silicon Systems Inc Agency Address: 14351 Myford Rd,Tustin,CA 92780 Place/Project Type: Industrial-Semiconductors and Related Devices SIC/NAICS: 3674 Region: 8 Program: INDSTW Regulatory Measure Status: Terminated Regulatory Measure Type: Storm water industrial TC5655027.2s Page 58 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TEXAS INSTRUMENTS INCORPORATED (Continued) 1000247345 Order Number: 2014-0057-DWQ WDID: 8301003708 NPDES Number: CAS000001 Adoption Date: Not reported Effective Date: 04/06/1992 Termination Date: 09/29/1997 Expiration/Review Date: Not reported Design Flow: Not reported Major/Minor: Not reported Complexity: Not reported TTWQ: Not reported Enforcement Actions within 5 years: 0 Violations within 5 years: 0 Latitude: 33.71684 Longitude: -117.80249 B21 SILICON SYSTEMS UST 0003879940 ENE 14351 MYFORD RD SWEEPS UST N/A <1/8 TUSTIN,CA 92780 0.028 mi. 149 ft. Site 5 of 5 in cluster B Relative: UST: Higher Facility ID: 3600 Actual: Permitting Agency: ORANGE COUNTY 68 ft. Latitude: 33.718664 Longitude: -117.801972 SWEEPS UST: Status: Active Comp Number: 3600 Number: 9 Board Of Equalization: 44-016065 Referral Date: 09-30-92 Action Date: 09-15-92 Created Date: 02-29-88 Owner Tank Id: Not reported SWRCB Tank Id: 30-000-003600-000001 Tank Status: A Capacity: 2000 Active Date: Not reported Tank Use: M.V.FUEL STG: P Content: OTHER Number Of Tanks: 2 Status: Active Comp Number: 3600 Number: 9 Board Of Equalization: 44-016065 Referral Date: 09-30-92 Action Date: 09-15-92 Created Date: 02-29-88 Owner Tank Id: Not reported SWRCB Tank Id: 30-000-003600-000002 Tank Status: A Capacity: 2000 TC5655027.2s Page 59 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SILICON SYSTEMS (Continued) 0003879940 Active Date: Not reported Tank Use: M.V. FUEL STG: P Content: OTHER Number Of Tanks: Not reported C22 CONSOLIDATED BEVERAGE DIS HIST CORTESE S103648082 WSW 2681 N/A <1/8 TUSTIN,CA 92680 0.030 mi. 160 ft. Site 1 of 2 in cluster C Relative: HIST CORTESE: Higher Region: CORTESE Actual: Facility County Code: 30 67 ft. Reg By: LTNKA Reg Id: 083001504T C23 CONSOLIDATED BEVERAGE DIST LUST 0003778831 West 2681 WALNUT AVE UST N/A <1/8 TUSTIN,CA 92780 CERS 0.040 mi. 209 ft. Site 2 of 2 in cluster C Relative: LUST: Higher Lead Agency: ORANGE COUNTY LOP Actual: Case Type: LUST Cleanup Site 67 ft. Geo Track: http://geotracker.waterboards.ca.gov/profile_report.asp?global_id=T0605901147 Global Id: T0605901147 Latitude: 33.715897 Longitude: -117.806159 Status: Completed-Case Closed Status Date: 12/18/1991 Case Worker: SR RB Case Number: 083001504T Local Agency: ORANGE COUNTY LOP File Location: Local Agency Local Case Number: 90UT103 Potential Media Affect: Other Groundwater(uses other than drinking water) Potential Contaminants of Concern: Diesel,Gasoline Site History: Not reported LUST: Global Id: T0605901147 Contact Type: Regional Board Caseworker Contact Name: CARL BERNHARDT Organization Name: SANTA ANA RWQCB(REGION 8) Address: 3737 MAIN STREET, SUITE 500 City: RIVERSIDE Email: carl.bernhardt@waterboards.ca.gov Phone Number: 9517824495 Global Id: T0605901147 Contact Type: Local Agency Caseworker Contact Name: SITYAMALA RAJAGOPAL Organization Name: ORANGE COUNTY LOP Address: 1241 E. DYER ROAD SUITE 120 TC5655027.2s Page 60 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CONSOLIDATED BEVERAGE DIST (Continued) 0003778831 City: SANTA ANA Email: srajagopal@ochca.com Phone Number: 7144336262 LUST: Global Id: T0605901147 Action Type: Other Date: 04/17/1990 Action: Leak Reported Global Id: T0605901147 Action Type: Other Date: 04/17/1990 Action: Leak Discovery LUST: Global Id: T0605901147 Status: Completed-Case Closed Status Date: 12/18/1991 Global Id: T0605901147 Status: Open-Case Begin Date Status Date: 04/17/1990 ORANGE CO. LUST: Region: ORANGE Facility Id: 90UT103 Released Substance: Diesel fuel oil and additives,Nos.1-D,2-D,2-4;Gasoline-Automotive (motor gasoline and additives),leaded&unleaded Date Closed: 12/18/1991 Record ID: RO0001818 LUST REG 8: Region: 8 County: Orange Regional Board: Santa Ana Region Facility Status: Case Closed Case Number: 083001504T Local Case Num: 90UT103 Case Type: Other ground water affected Substance: 12034,800661 Qty Leaked: 0 Abate Method: Not reported Cross Street: Not reported Enf Type: Not reported Funding: Not reported How Discovered: Tank Closure How Stopped: Close Tank Leak Cause: Unknown Leak Source: Unknown Global ID: T0605901147 How Stopped Date: 9/9/9999 Enter Date: Not reported Date Confirmation of Leak Began: Not reported TC5655027.2s Page 61 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CONSOLIDATED BEVERAGE DIST (Continued) 0003778831 Date Preliminary Assessment Began: Not reported Discover Date: 4/17/1990 Enforcement Date: Not reported Close Date: 12/18/1991 Date Prelim Assessment Workplan Submitted: Not reported Date Pollution Characterization Began: Not reported Date Remediation Plan Submitted: Not reported Date Remedial Action Underway: Not reported Date Post Remedial Action Monitoring: Not reported Enter Date: Not reported GW Qualifies: Not reported Soil Qualifies: Not reported Operator: Not reported Facility Contact: Not reported Interim: Not reported Oversite Program: LUST Latitude: 33.715394 Longitude: -117.8069118 MTBE Date: Not reported Max MTBE GW: Not reported MTBE Concentration: 0 Max MTBE Soil: Not reported MTBE Fuel: 0 MTBE Tested: Not Required to be Tested. MTBE Class: Staff: CAB Staff Initials: AM Lead Agency: Local Agency Local Agency: 30000L Hydr Basin#: Not reported Beneficial: MUN Priority: Not reported Cleanup Fund Id: Not reported Work Suspended: Not reported Summary: Not reported UST: Facility ID: 11192 Permitting Agency: ORANGE COUNTY Latitude: 33.7170942 Longitude: -117.8047373 CERS TANKS: Site ID: 247169 CERS ID: T0605901147 Site Name: CONSOLIDATED BEVERAGE DISTRIBUTION CERS Description: Leaking Underground Storage Tank Cleanup Site Affiliation: Affiliation Type Desc: Local Agency Caseworker Entity Name: SITYAMALA RAJAGOPAL-ORANGE COUNTY LOP Entity Title: Not reported Affiliation Address: 1241 E.DYER ROAD SUITE 120 Affiliation City: SANTA ANA Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: Not reported TC5655027.2s Page 62 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CONSOLIDATED BEVERAGE DIST (Continued) 0003778831 Affiliation Phone: 7144336262 Affiliation Type Desc: Regional Board Caseworker Entity Name: CARL BERNHARDT-SANTA ANA RWQCB(REGION 8) Entity Title: Not reported Affiliation Address: 3737 MAIN STREET,SUITE 500 Affiliation City: RIVERSIDE Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: 9517824495 24 MYFORD PARTNERS RCRA-LQG 1007989051 SSE 14511 MYFORD ROAD CAR000159673 <1/8 TUSTIN,CA 92780 0.046 mi. 244 ft. Relative: RCRA-LQG: Lower Date form received by agency:01/03/2005 Actual: Facility name: MYFORD PARTNERS 64 ft. Facility address: 14511 MYFORD ROAD TUSTIN,CA 92780 EPA ID: CAR000159673 Mailing address: 2990 E LA PALMA AVENUE SUITE D ANAHEIM,CA 92806 Contact: CHRIS G CUSSEN Contact address: 2990 E LA PALMA AVENUE SUITE D ANAHEIM,CA 92806 Contact country: US Contact telephone: 714-764-0090 Contact email: CHRIS_CUSSEN@TRANSWESTERN.NET EPA Region: 09 Classification: Large Quantity Generator Description: Handler:generates 1,000 kg or more of hazardous waste during any calendar month;or generates more than 1 kg of acutely hazardous waste during any calendar month;or generates more than 100 kg of any residue or contaminated soil,waste or other debris resulting from the cleanup of a spill,into or on any land or water,of acutely hazardous waste during any calendar month;or generates 1 kg or less of acutely hazardous waste during any calendar month,and accumulates more than 1 kg of acutely hazardous waste at any time;or generates 100 kg or less of any residue or contaminated soil,waste or other debris resulting from the cleanup of a spill,into or on any land or water,of acutely hazardous waste during any calendar month,and accumulates more than 100 kg of that material at any time Owner/Operator Summary: Owner/operator name: MYFORD PARTNERS LLC Owner/operator address: 2990 E LA PALMA AVENUE SUITE D ANAHEIM,CA 92806 Owner/operator country: US Owner/operator telephone: Not reported Owner/operator email: Not reported Owner/operator fax: Not reported TC5655027.2s Page 63 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number MYFORD PARTNERS (Continued) 1007989051 Owner/operator extension: Not reported Legal status: Private Owner/Operator Type: Owner Owner/Op start date: 06/18/2004 Owner/Op end date: Not reported Owner/operator name: MYFORD PARTNERS LLC Owner/operator address: Not reported Not reported Owner/operator country: US Owner/operator telephone: Not reported Owner/operator email: Not reported Owner/operator fax: Not reported Owner/operator extension: Not reported Legal status: Private Owner/Operator Type: Operator Owner/Op start date: 06/18/2004 Owner/Op end date: Not reported Handler Activities Summary: U.S.importer of hazardous waste: No Mixed waste(haz.and radioactive): No Recycler of hazardous waste: No Transporter of hazardous waste: No Treater,storer or disposer of HW: No Underground injection activity: No On-site burner exemption: No Furnace exemption: No Used oil fuel burner: No Used oil processor: No User oil refiner: No Used oil fuel marketer to burner: No Used oil Specification marketer: No Used oil transfer facility: No Used oil transporter: No Waste code: D001 Waste name: IGNITABLE WASTE Violation Status: No violations found D25 TRELLEBORG SEALING SOLUTIONS TUSTIN INC. CERS HAZ WASTE S104573877 SSW 2761 WALNUT AVE CHMIRS N/A <1/8 TUSTIN,CA 92780 HAZNET 0.047 mi. CERS 250 ft. Site 1 of 2 in cluster D Relative: CERS HAZ WASTE: Lower Site ID: 412363 Actual: CERS ID: 10555834 65 ft. CERS Description: Hazardous Waste Generator Violations: Site ID: 412363 Site Name: TRELLEBORG SEALING SOLUTIONS TUSTIN INC. Violation Date: 12-04-2015 Citation: HSC 6.95 25508(a)(1)-California Health and Safety Code,Chapter 6.95,Section(s)25508(a)(1) Violation Description: Failure to complete and electronically submit hazardous material TC5655027.2s Page 64 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TRELLEBORG SEALING SOLUTIONS TUSTIN INC. (Continued) S104573877 inventory information for all reportable hazardous materials on site at or above reportable quantities. Violation Notes: Returned to compliance on 02/11/2016.Businesses who handle or store hazardous materials in quantities equal to or exceeding 55 gallons of liquid,500 pounds of solid,or 200 cubic feet of a gas are required to disclose the materials as part of the Hazardous Materials Disclosure/Business Emergency Plan.Revise the chemical inventory submitted in the E-Submit Portal to include those materials listed above. Violation Division: Orange County Environmental Health Violation Program: HMRRP Violation Source: CERS Site ID: 412363 Site Name: TRELLEBORG SEALING SOLUTIONS TUSTIN INC. Violation Date: 12-04-2015 Citation: HSC 6.95 25505(a)(4)-California Health and Safety Code,Chapter 6.95,Section(s)25505(a)(4) Violation Description: Failure to provide initial and annual training to all employees in safety procedures in the event of a release or threatened release of a hazardous material or failure to document and maintain training records for a minimum of three years. Violation Notes: Returned to compliance on 01/04/2016.Submit a current signature log for the annual hazardous materials/BEP employee training to this agency. Violation Division: Orange County Environmental Health Violation Program: HMRRP Violation Source: CERS Evaluation: Eval General Type: Other/Unknown Eval Date: 01-11-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Review portal for updates from contact.Not finding the revisions made by contact.Trying to determine problem. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 01-13-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Your HMBEP has been declined,please revise and resubmit within 30 days. For all the chemicals in your inventory,for your average daily amount,it should reflect how much you have on site during an average day.For your maximum daily amount it is the maximum amount of the chemical that you can have on site.So your maximum daily amount should be at least as much as your largest container.For your chemicals?Argon?and?Nitrogen?please completely remove this chemical from your HMBEP because for these inert gases disclosure threshold is 1000 cubic feet and your gases fall under this. Revise site map into a file type that can be viewed.The.img format is not viewable.Try scanning into a.pdf format. If you have any questions please contact me at anesbit@ochca.com or 714-640-4249.Thank you Eval Division: Orange County Environmental Health TC5655027.2s Page 65 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TRELLEBORG SEALING SOLUTIONS TUSTIN INC. (Continued) S104573877 Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 10-23-2013 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous waste inspection.Consent to enter and inspect granted by Roger Francis.Observed the shop area,waste storage area,perimeter of facility and trash container.Drums of wastes are covered and labeled.Wastes include solids contaminated with hormones and antibiotics,liquid acetone/xylene/IPA,and universal wastes.Manifests for waste disposal are available for review.Discussed the emergency response plan for the facility. Verified the owner as Specialty Silicone Fabricators Inc. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 12-01-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed hazmat disclosure submittal in ESubmit.Declined.One of your Chemical Information pages states xylene waste with a CAS#67-56-1. Remove this CAS number from this section. Revise the Chemical Identification page for Xylenes Dispersion Mixture:It appears that this disclosure is a material,not a waste.Therefore,remove the Annual Waste Amount volume and State Waste Code.Add the mixture list of chemicals with CAS numbers and percentages. Revise site map into a file type that can be viewed.The.img format is not viewable.Try scanning into a.pdf format. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 01-08-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: This agency received the 2015 employee training log for Hazard Communication Introduction to Globally Harmonized System.Violation 1239 abated.Outstanding violation:1169-Revise the chemical inventory submitted in the E-Submit Portal to include those chemicals observed during the inspection by this agency. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 07-07-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Facility has complied with 2016 HMBEP reporting requirement.Reviewed HMBEP submittal on E-submit.Package was declined and an email sent to the facility contact.The following corrections are needed:CHEMICAL INVENTORY Propane?change fire code hazard class to flammable TC5655027.2s Page 66 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TRELLEBORG SEALING SOLUTIONS TUSTIN INC. (Continued) S104573877 liquefied gas//change physical state to liquid and report all amounts in gallons Xylenes?change chemical and common name to Waste solvent Xylenes Dispersion mixture?you have completed the State waste code and Annual Waste Amount fields,if this is a waste then change the hazardous materials type to waste. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 12-04-2015 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous waste inspection.Consent to enter and inspect granted by Mike Farina.Observed the shop areas,waste storage areas,perimeter of facility and trash container.Drums of wastes are covered and labeled.Wastes include acetone/IPA/Xylene,solids contaminated with Levonorgestrel,and rinse water with trace glutaraldehyde.Manifests for waste disposal are available for review. The Business Emergency Plan is available on site.Verified the owner as Specialty Silicone Fabricators Inc. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 07-11-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed HMBEP submittal on E-submit.Facility has disclosed 3 chemicals(2 waste).All forms were accepted. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 11-05-2018 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine inspection. Facility inspection conducted with Mike Farina.The following hazardous materials were observed on site: -Two 7-gallon propane cylinders for forklift-One 55 gallon drum of mixed solvent waste Verified that the 499 gallon propane tank has been removed.Review the BEP and site map from CERS.Annual HMBEP training is current.No violations observed today."Reminder:Please re-certify your HMBEP on or before March 1 at www.cers.calepa.ca.gov Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 01-05-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Review for violation status, HM training records submitted,and status of E-submit disclosure. Eval Division: Orange County Environmental Health TC5655027.2s Page 67 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TRELLEBORG SEALING SOLUTIONS TUSTIN INC. (Continued) S104573877 Eval Program: HW Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 02-18-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: This agency received and reviewed the Certificate of Return to Compliance for the violations issued on 12/4/15.All violations corrected.No outstanding violations. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 10-25-2013 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: HW technical/file review. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 11-05-2018 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous waste inspection. Facility inspection conducted with Mike Farina.Observed the shop areas,waste storage area,perimeter of facility and trash container.Containers of wastes are covered and labeled.Wastes include flammable acetone/IPA liquid, and universal waste bulbs,batteries,and e-wastes.Manifests for waste disposal are available for review.Manifests are maintained for at least 3 years. Emergency response and contact information is on site and available for review.Verified the owner as Trelleborg Corporation. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 12-15-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Update site info and waste streams. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 12-04-2015 Violations Found: Yes Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous materials inspection.Consent to enter and inspect granted by Mike Farina.Observed the hazardous materials storage areas.The following qualifying hazardous materials were observed today:4-55 gallon drums of new silicone 2 forklift propane TC5655027.2s Page 68 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TRELLEBORG SEALING SOLUTIONS TUSTIN INC. (Continued) S104573877 tanks 4-55 gallon drums of waste acetone/IPA/xylene 418 cubic feet argon compressed gas 536 cubic feet nitrogen compressed gas 500 pounds solids contaminated with Levonorgestrel Correct the violations within 30 days.Complete the attached CRC and return to this agency. . Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Coordinates: Site ID: 412363 Facility Name: TRELLEBORG SEALING SOLUTIONS TUSTIN INC. Env Int Type Code: HMBP Program ID: 10555834 Coord Name: Not reported Ref Point Type Desc: Center of a facility or station. Latitude: 33.714830 Longitude: -117.805130 Affiliation: Affiliation Type Desc: CUPA District Entity Name: Orange County Env Health Entity Title: Not reported Affiliation Address: 1241 East Dyer RoadSuite 120 Affiliation City: Santa Ana Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92705-5611 Affiliation Phone: (714)433-6000 Affiliation Type Desc: Identification Signer Entity Name: Mike Farina Entity Title: Facilities Manager Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Legal Owner Entity Name: TRELLEBORG CORPORATION Entity Title: Not reported Affiliation Address: 200 VETERANS BLVD Affiliation City: SOUTH HAVEN Affiliation State: MI Affiliation Country: United States Affiliation Zip: 49090 Affiliation Phone: (269)639-4200 Affiliation Type Desc: Operator Entity Name: TRELLEBORG SEALING SOLUTIONS TUSTIN INC Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported TC5655027.2s Page 69 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TRELLEBORG SEALING SOLUTIONS TUSTIN INC. (Continued) S104573877 Affiliation Zip: Not reported Affiliation Phone: (714)836-4474 Affiliation Type Desc: Document Preparer Entity Name: Mike Farina Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Environmental Contact Entity Name: Mike Farina Entity Title: Not reported Affiliation Address: 2761 Walnut Ave Affiliation City: Tustin Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92780 Affiliation Phone: Not reported Affiliation Type Desc: Facility Mailing Address Entity Name: Mailing Address Entity Title: Not reported Affiliation Address: 2761 WALNUT AVE Affiliation City: TUSTIN Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92780 Affiliation Phone: Not reported Affiliation Type Desc: Parent Corporation Entity Name: SPECIALITY SILICONE FABRICATORS Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Property Owner Entity Name: TRELLEBORG CORPORATION Entity Title: Not reported Affiliation Address: 200 VETERANS BLVD Affiliation City: SOUTH HAVEN Affiliation State: MI Affiliation Country: United States Affiliation Zip: 49090 Affiliation Phone: (269)639-4200 CHMIRS: OES Incident Number: 7-3205 OES notification: 08/15/1997 TC5655027.2s Page 70 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TRELLEBORG SEALING SOLUTIONS TUSTIN INC. (Continued) S104573877 OES Date: Not reported OES Time: Not reported Date Completed: Not reported Property Use: Not reported Agency Id Number: Not reported Agency Incident Number: Not reported Time Notified: Not reported Time Completed: Not reported Surrounding Area: Not reported Estimated Temperature: Not reported Property Management: Not reported More Than Two Substances Involved?: Not reported Resp Agncy Personel#Of Decontaminated: Not reported Responding Agency Personel#Of Injuries: Not reported Responding Agency Personel#Of Fatalities: Not reported Others Number Of Decontaminated: Not reported Others Number Of Injuries: Not reported Others Number Of Fatalities: Not reported Vehicle Make/year: Not reported Vehicle License Number: Not reported Vehicle State: Not reported Vehicle Id Number: Not reported CA DOT PUC/ICC Number: Not reported Company Name: Not reported Reporting Officer Name/ID: Not reported Report Date: Not reported Facility Telephone: Not reported Waterway Involved: No Waterway: Not reported Spill Site: Not reported Cleanup By: Reporting Party Containment: Not reported What Happened: Not reported Type: Not reported Measure: Not reported Other: Not reported Date/Time: Not reported Year: 1997 Agency: Fisher Scientific Incident Date: 8/15/199712:00:00 AM Admin Agency: Orange County Emergency Managment Div Amount: Not reported Contained: Yes Site Type: Industrial Plant E Date: Not reported Substance: Chloroform Gallons: 0.000000 Unknown: 0 Substance#2: Not reported Substance#3: Not reported Evacuations: 23 Number of Injuries: 0 Number of Fatalities: 0 #1 Pipeline: Not reported #2 Pipeline: Not reported #3 Pipeline: Not reported #1 Vessel—300 Tons: Not reported TC5655027.2s Page 71 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TRELLEBORG SEALING SOLUTIONS TUSTIN INC. (Continued) S104573877 #2 Vessel—300 Tons: Not reported #3 Vessel—300 Tons: Not reported Evacs: Not reported Injuries: Not reported Fatals: Not reported Comments: Not reported Description: Emplyee dropped a packaged bottle.23 evacs from wearhouse OES Incident Number: 9-4592 OES notification: 10/28/1999 OES Date: Not reported OES Time: Not reported Date Completed: Not reported Property Use: Not reported Agency Id Number: Not reported Agency Incident Number: Not reported Time Notified: Not reported Time Completed: Not reported Surrounding Area: Not reported Estimated Temperature: Not reported Property Management: Not reported More Than Two Substances Involved?: Not reported Resp Agncy Personel#Of Decontaminated: Not reported Responding Agency Personel#Of Injuries: Not reported Responding Agency Personel#Of Fatalities: Not reported Others Number Of Decontaminated: Not reported Others Number Of Injuries: Not reported Others Number Of Fatalities: Not reported Vehicle Make/year: Not reported Vehicle License Number: Not reported Vehicle State: Not reported Vehicle Id Number: Not reported CA DOT PUC/ICC Number: Not reported Company Name: Not reported Reporting Officer Name/ID: Not reported Report Date: Not reported Facility Telephone: Not reported Waterway Involved: No Waterway: Not reported Spill Site: Not reported Cleanup By: Reporting Party Containment: Not reported What Happened: Not reported Type: Not reported Measure: Not reported Other: Not reported Date/Time: Not reported Year: 1999 Agency: Fisher Scientific Incident Date: 10/28/199912:00:00 AM Admin Agency: Orange County Emergency Managment Div Amount: Not reported Contained: Yes Site Type: Merchant/Business E Date: Not reported Substance: Acetonitrile TC5655027.2s Page 72 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TRELLEBORG SEALING SOLUTIONS TUSTIN INC. (Continued) S104573877 Gallons: 1 Unknown: 0 Substance#2: Not reported Substance#3: Not reported Evacuations: 25 Number of Injuries: 0 Number of Fatalities: 0 #1 Pipeline: Not reported #2 Pipeline: Not reported #3 Pipeline: Not reported #1 Vessel—300 Tons: Not reported #2 Vessel—300 Tons: Not reported #3 Vessel—300 Tons: Not reported Evacs: Not reported Injuries: Not reported Fatals: Not reported Comments: Not reported Description: Accidently dropped container on warehouse floor. Evacuated 25 people from warehouse until cleaned up.All clear called at 1545 hrs. OES Incident Number: 1-0046 OES notification: 01/03/2001 OES Date: Not reported OES Time: Not reported Date Completed: Not reported Property Use: Not reported Agency Id Number: Not reported Agency Incident Number: Not reported Time Notified: Not reported Time Completed: Not reported Surrounding Area: Not reported Estimated Temperature: Not reported Property Management: Not reported More Than Two Substances Involved?: Not reported Resp Agncy Personel#Of Decontaminated: Not reported Responding Agency Personel#Of Injuries: Not reported Responding Agency Personel#Of Fatalities: Not reported Others Number Of Decontaminated: Not reported Others Number Of Injuries: Not reported Others Number Of Fatalities: Not reported Vehicle Make/year: Not reported Vehicle License Number: Not reported Vehicle State: Not reported Vehicle Id Number: Not reported CA DOT PUC/ICC Number: Not reported Company Name: Not reported Reporting Officer Name/ID: Not reported Report Date: Not reported Facility Telephone: Not reported Waterway Involved: No Waterway: Not reported Spill Site: Not reported Cleanup By: Reporting Party Containment: Not reported What Happened: Not reported Type: Not reported TC5655027.2s Page 73 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TRELLEBORG SEALING SOLUTIONS TUSTIN INC. (Continued) S104573877 Measure: Not reported Other: Not reported Date/Time: Not reported Year: 2001 Agency: Fisher Scientific Incident Date: 1/3/200112:00:00 AM Admin Agency: Orange County Emergency Managment Div Amount: Not reported Contained: Yes Site Type: Other E Date: Not reported Substance: Acetonitrile Unknown: 0.000000 Substance#2: Not reported Substance#3: Not reported Evacuations: 0 Number of Injuries: 0 Number of Fatalities: 0 #1 Pipeline: Not reported #2 Pipeline: Not reported #3 Pipeline: Not reported #1 Vessel—300 Tons: Not reported #2 Vessel—300 Tons: Not reported #3 Vessel—300 Tons: Not reported Evacs: Not reported Injuries: Not reported Fatals: Not reported Comments: Not reported Description: Release caused by one of the stockers dropping it while lowering a pallet. OES Incident Number: 9-0451 OES notification: 01/29/1999 OES Date: Not reported OES Time: Not reported Date Completed: Not reported Property Use: Not reported Agency Id Number: Not reported Agency Incident Number: Not reported Time Notified: Not reported Time Completed: Not reported Surrounding Area: Not reported Estimated Temperature: Not reported Property Management: Not reported More Than Two Substances Involved?: Not reported Resp Agncy Personel#Of Decontaminated: Not reported Responding Agency Personel#Of Injuries: Not reported Responding Agency Personel#Of Fatalities: Not reported Others Number Of Decontaminated: Not reported Others Number Of Injuries: Not reported Others Number Of Fatalities: Not reported Vehicle Make/year: Not reported Vehicle License Number: Not reported Vehicle State: Not reported Vehicle Id Number: Not reported CA DOT PUC/ICC Number: Not reported Company Name: Not reported TC5655027.2s Page 74 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TRELLEBORG SEALING SOLUTIONS TUSTIN INC. (Continued) S104573877 Reporting Officer Name/ID: Not reported Report Date: Not reported Facility Telephone: Not reported Waterway Involved: No Waterway: Not reported Spill Site: Not reported Cleanup By: Responsible Party Containment: Not reported What Happened: Not reported Type: Not reported Measure: Not reported Other: Not reported Date/Time: Not reported Year: 1999 Agency: Fisher Scientific Incident Date: 1/29/199912:00:00 AM Admin Agency: Orange County Emergency Managment Div Amount: Not reported Contained: Yes Site Type: Industrial Plant E Date: Not reported Substance: Petroleum Ether Unknown: 0 Substance#2: Not reported Substance#3: Not reported Evacuations: 0 Number of Injuries: 0 Number of Fatalities: 0 #1 Pipeline: Not reported #2 Pipeline: Not reported #3 Pipeline: Not reported #1 Vessel—300 Tons: Not reported #2 Vessel—300 Tons: Not reported #3 Vessel—300 Tons: Not reported Evacs: Not reported Injuries: Not reported Fatals: Not reported Comments: Not reported Description: An employee on forklift was involved in an accident causing a bottle of the substance to fall resulting in a release. OES Incident Number: 518 OES notification: Not reported OES Date: 6/3/1994 OES Time: 09:11:44 AM Date Completed: Not reported Property Use: Not reported Agency Id Number: Not reported Agency Incident Number: Not reported Time Notified: Not reported Time Completed: Not reported Surrounding Area: Not reported Estimated Temperature: Not reported Property Management: Not reported More Than Two Substances Involved?: Not reported Resp Agncy Personel#Of Decontaminated: Not reported TC5655027.2s Page 75 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TRELLEBORG SEALING SOLUTIONS TUSTIN INC. (Continued) S104573877 Responding Agency Personel#Of Injuries: Not reported Responding Agency Personel#Of Fatalities: Not reported Others Number Of Decontaminated: Not reported Others Number Of Injuries: Not reported Others Number Of Fatalities: Not reported Vehicle Make/year: Not reported Vehicle License Number: Not reported Vehicle State: Not reported Vehicle Id Number: Not reported CA DOT PUC/ICC Number: Not reported Company Name: Not reported Reporting Officer Name/ID: Not reported Report Date: Not reported Facility Telephone: Not reported Waterway Involved: YES Waterway: Not reported Spill Site: Not reported Cleanup By: fisher Containment: Not reported What Happened: Not reported Type: CHEMICAL Measure: Not reported Other: Not reported Date/Time: Not reported Year: 1994 Agency: FISHER SCIENTIFIC INC Incident Date: 0730/03june94 Admin Agency: Not reported Amount: approx 1oz Contained: NO Site Type: OTHER E Date: Not reported Substance: nitric acid Unknown: Not reported Substance#2: Not reported Substance#3: Not reported Evacuations: NO Number of Injuries: NO Number of Fatalities: NO #1 Pipeline: Not reported #2 Pipeline: Not reported #3 Pipeline: Not reported #1 Vessel—300 Tons: Not reported #2 Vessel—300 Tons: Not reported #3 Vessel—300 Tons: Not reported Evacs: Not reported Injuries: Not reported Fatals: Not reported Comments: Not reported Description: leaking bottle within container,substance stayed within container,substance was neutralized Not reported OES Incident Number: 0-3250 OES notification: 07/21/2000 OES Date: Not reported OES Time: Not reported TC5655027.2s Page 76 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TRELLEBORG SEALING SOLUTIONS TUSTIN INC. (Continued) S104573877 Date Completed: Not reported Property Use: Not reported Agency Id Number: Not reported Agency Incident Number: Not reported Time Notified: Not reported Time Completed: Not reported Surrounding Area: Not reported Estimated Temperature: Not reported Property Management: Not reported More Than Two Substances Involved?: Not reported Resp Agncy Personel#Of Decontaminated: Not reported Responding Agency Personel#Of Injuries: Not reported Responding Agency Personel#Of Fatalities: Not reported Others Number Of Decontaminated: Not reported Others Number Of Injuries: Not reported Others Number Of Fatalities: Not reported Vehicle Make/year: Not reported Vehicle License Number: Not reported Vehicle State: Not reported Vehicle Id Number: Not reported CA DOT PUC/ICC Number: Not reported Company Name: Not reported Reporting Officer Name/ID: Not reported Report Date: Not reported Facility Telephone: Not reported Waterway Involved: No Waterway: Not reported Spill Site: Not reported Cleanup By: Reporting Party Containment: Not reported What Happened: Not reported Type: Not reported Measure: Not reported Other: Not reported Date/Time: Not reported Year: 2000 Agency: Fisher Scientific Incident Date: 7/20/200012:00:00 AM Admin Agency: Orange County Emergency Managment Div Amount: Not reported Contained: Yes Site Type: Other E Date: Not reported Substance: phosphoric acid Gallons: 0.000000 Pounds: 0.5 Unknown: 0 Substance#2: Not reported Substance#3: Not reported Evacuations: 0 Number of Injuries: 0 Number of Fatalities: 0 #1 Pipeline: Not reported #2 Pipeline: Not reported #3 Pipeline: Not reported #1 Vessel—300 Tons: Not reported #2 Vessel—300 Tons: Not reported TC5655027.2s Page 77 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TRELLEBORG SEALING SOLUTIONS TUSTIN INC. (Continued) S104573877 #3 Vessel—300 Tons: Not reported Evacs: Not reported Injuries: Not reported Fatals: Not reported Comments: Not reported Description: One of the pickers was placing the substance on a module,he hit the side of the module and it broke. OES Incident Number: 7-2773 OES notification: 07/15/1997 OES Date: Not reported OES Time: Not reported Date Completed: Not reported Property Use: Not reported Agency Id Number: Not reported Agency Incident Number: Not reported Time Notified: Not reported Time Completed: Not reported Surrounding Area: Not reported Estimated Temperature: Not reported Property Management: Not reported More Than Two Substances Involved?: Not reported Resp Agncy Personel#Of Decontaminated: Not reported Responding Agency Personel#Of Injuries: Not reported Responding Agency Personel#Of Fatalities: Not reported Others Number Of Decontaminated: Not reported Others Number Of Injuries: Not reported Others Number Of Fatalities: Not reported Vehicle Make/year: Not reported Vehicle License Number: Not reported Vehicle State: Not reported Vehicle Id Number: Not reported CA DOT PUC/ICC Number: Not reported Company Name: Not reported Reporting Officer Name/ID: Not reported Report Date: Not reported Facility Telephone: Not reported Waterway Involved: No Waterway: Not reported Spill Site: Not reported Cleanup By: Reporting Party Containment: Not reported What Happened: Not reported Type: Not reported Measure: Not reported Other: Not reported Date/Time: Not reported Year: 1997 Agency: Fisher Scientific Incident Date: 7/15/199712:00:00 AM Admin Agency: Orange County Emergency Managment Div Amount: Not reported Contained: Yes Site Type: Merchant/Business E Date: Not reported Substance: Sodium Acitate Anhydrous TC5655027.2s Page 78 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TRELLEBORG SEALING SOLUTIONS TUSTIN INC. (Continued) S104573877 Gallons: 0.000000 Grams: 500 Unknown: 0 Substance#2: Not reported Substance#3: Not reported Evacuations: 18 Number of Injuries: 0 Number of Fatalities: 0 #1 Pipeline: Not reported #2 Pipeline: Not reported #3 Pipeline: Not reported #1 Vessel—300 Tons: Not reported #2 Vessel—300 Tons: Not reported #3 Vessel—300 Tons: Not reported Evacs: Not reported Injuries: Not reported Fatals: Not reported Comments: Not reported Description: Employee carrying chemical in a suitable container from shelf to packing table and dropped the bottle. Evacuated the building for approximately 12 minutes.Spill contained in the shipping/receiving area OES Incident Number: 57 OES notification: Not reported OES Date: 1/12/1994 OES Time: 01:36:00 PM Date Completed: Not reported Property Use: Not reported Agency Id Number: Not reported Agency Incident Number: Not reported Time Notified: Not reported Time Completed: Not reported Surrounding Area: Not reported Estimated Temperature: Not reported Property Management: Not reported More Than Two Substances Involved?: Not reported Resp Agncy Personel#Of Decontaminated: Not reported Responding Agency Personel#Of Injuries: Not reported Responding Agency Personel#Of Fatalities: Not reported Others Number Of Decontaminated: Not reported Others Number Of Injuries: Not reported Others Number Of Fatalities: Not reported Vehicle Make/year: Not reported Vehicle License Number: Not reported Vehicle State: Not reported Vehicle Id Number: Not reported CA DOT PUC/ICC Number: Not reported Company Name: Not reported Reporting Officer Name/ID: Not reported Report Date: Not reported Facility Telephone: Not reported Waterway Involved: YES Waterway: Not reported Spill Site: Not reported Cleanup By: fisher hazmat team. TC5655027.2s Page 79 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TRELLEBORG SEALING SOLUTIONS TUSTIN INC. (Continued) S104573877 Containment: Not reported What Happened: Not reported Type: CHEMICAL Measure: Not reported Other: Not reported Date/Time: Not reported Year: 1994 Agency: fisher scientific Incident Date: 01/12/94 1330 Admin Agency: Not reported Amount: 500 mil. Contained: NO Site Type: IND PLT E Date: Not reported Substance: crude Unknown: Not reported Substance#2: Not reported Substance#3: Not reported Evacuations: NO Number of Injuries: NO Number of Fatalities: NO #1 Pipeline: Not reported #2 Pipeline: Not reported #3 Pipeline: Not reported #1 Vessel—300 Tons: Not reported #2 Vessel—300 Tons: Not reported #3 Vessel—300 Tons: Not reported Evacs: Not reported Injuries: Not reported Fatals: Not reported Comments: Not reported Description: warehouseman dropped a bottle of above substance, and it broke open in the warehouse vault. OES Incident Number: 7-3740 OES notification: 09/23/1997 OES Date: Not reported OES Time: Not reported Date Completed: Not reported Property Use: Not reported Agency Id Number: Not reported Agency Incident Number: Not reported Time Notified: Not reported Time Completed: Not reported Surrounding Area: Not reported Estimated Temperature: Not reported Property Management: Not reported More Than Two Substances Involved?: Not reported Resp Agncy Personel#Of Decontaminated: Not reported Responding Agency Personel#Of Injuries: Not reported Responding Agency Personel#Of Fatalities: Not reported Others Number Of Decontaminated: Not reported Others Number Of Injuries: Not reported Others Number Of Fatalities: Not reported Vehicle Make/year: Not reported Vehicle License Number: Not reported Vehicle State: Not reported TC5655027.2s Page 80 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TRELLEBORG SEALING SOLUTIONS TUSTIN INC. (Continued) S104573877 Vehicle Id Number: Not reported CA DOT PUC/ICC Number: Not reported Company Name: Not reported Reporting Officer Name/ID: Not reported Report Date: Not reported Facility Telephone: Not reported Waterway Involved: No Waterway: Not reported Spill Site: Not reported Cleanup By: Reporting Party Containment: Not reported What Happened: Not reported Type: Not reported Measure: Not reported Other: Not reported Date/Time: Not reported Year: 1997 Agency: Fischer Scientific Incident Date: 9/23/199712:00:00 AM Admin Agency: Orange County Emergency Managment Div Amount: Not reported Contained: Yes Site Type: Merchant/Business E Date: Not reported Substance: 2 proponal Gallons: 0.000000 Pounds: 4 Unknown: 0 Substance#2: Not reported Substance#3: Not reported Evacuations: 18 Number of Injuries: 0 Number of Fatalities: 0 #1 Pipeline: Not reported #2 Pipeline: Not reported #3 Pipeline: Not reported #1 Vessel—300 Tons: Not reported #2 Vessel—300 Tons: Not reported #3 Vessel—300 Tons: Not reported Evacs: Not reported Injuries: Not reported Fatals: Not reported Comments: Not reported Description: Order puller accidentally bumped a bottle while pulling the order. Evacuated 18 personnel for safety purposes within the facility. OES Incident Number: 302 OES notification: Not reported OES Date: 5/19/1994 OES Time: 02:42:42 PM Date Completed: Not reported Property Use: Not reported Agency Id Number: Not reported Agency Incident Number: Not reported Time Notified: Not reported Time Completed: Not reported TC5655027.2s Page 81 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TRELLEBORG SEALING SOLUTIONS TUSTIN INC. (Continued) S104573877 Surrounding Area: Not reported Estimated Temperature: Not reported Property Management: Not reported More Than Two Substances Involved?: Not reported Resp Agncy Personel#Of Decontaminated: Not reported Responding Agency Personel#Of Injuries: Not reported Responding Agency Personel#Of Fatalities: Not reported Others Number Of Decontaminated: Not reported Others Number Of Injuries: Not reported Others Number Of Fatalities: Not reported Vehicle Make/year: Not reported Vehicle License Number: Not reported Vehicle State: Not reported Vehicle Id Number: Not reported CA DOT PUC/ICC Number: Not reported Company Name: Not reported Reporting Officer Name/ID: Not reported Report Date: Not reported Facility Telephone: Not reported Waterway Involved: YES Waterway: Not reported Spill Site: Not reported Cleanup By: fisher scientific Containment: Not reported What Happened: Not reported Type: CHEMICAL Measure: Not reported Other: Not reported Date/Time: Not reported Year: 1994 Agency: fisher scientific Incident Date: 1350/19may94 Admin Agency: Not reported Amount: 2000 miligrams Contained: NO Site Type: OTHER E Date: Not reported Substance: sodium sulfate Unknown: Not reported Substance#2: Not reported Substance#3: Not reported Evacuations: NO Number of Injuries: NO Number of Fatalities: NO #1 Pipeline: Not reported #2 Pipeline: Not reported #3 Pipeline: Not reported #1 Vessel—300 Tons: Not reported #2 Vessel—300 Tons: Not reported #3 Vessel—300 Tons: Not reported Evacs: Not reported Injuries: Not reported Fatals: Not reported Comments: Not reported Description: quality checker noticed breakage within box holding containers of above substance,substance stayed within box TC5655027.2s Page 82 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TRELLEBORG SEALING SOLUTIONS TUSTIN INC. (Continued) S104573877 OES Incident Number: 1-6734 OES notification: 11/20/2001 OES Date: Not reported OES Time: Not reported Date Completed: Not reported Property Use: Not reported Agency Id Number: Not reported Agency Incident Number: Not reported Time Notified: Not reported Time Completed: Not reported Surrounding Area: Not reported Estimated Temperature: Not reported Property Management: Not reported More Than Two Substances Involved?: Not reported Resp Agncy Personel#Of Decontaminated: Not reported Responding Agency Personel#Of Injuries: Not reported Responding Agency Personel#Of Fatalities: Not reported Others Number Of Decontaminated: Not reported Others Number Of Injuries: Not reported Others Number Of Fatalities: Not reported Vehicle Make/year: Not reported Vehicle License Number: Not reported Vehicle State: Not reported Vehicle Id Number: Not reported CA DOT PUC/ICC Number: Not reported Company Name: Not reported Reporting Officer Name/ID: Not reported Report Date: Not reported Facility Telephone: Not reported Waterway Involved: No Waterway: Not reported Spill Site: Not reported Cleanup By: Reporting Party Containment: Not reported What Happened: Not reported Type: Not reported Measure: Not reported Other: Not reported Date/Time: Not reported Year: 2001 Agency: Fisher Scientific Incident Date: 11/20/200112:00:00 AM Admin Agency: Orange County Emergency Managment Div Amount: Not reported Contained: Yes Site Type: Industrial Plant E Date: Not reported Substance: Dychloro Methane;;; Unknown: 0.000000 Substance#2: Not reported Substance#3: Not reported Evacuations: 0 Number of Injuries: 0 Number of Fatalities: 0 #1 Pipeline: Not reported #2 Pipeline: Not reported #3 Pipeline: Not reported TC5655027.2s Page 83 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TRELLEBORG SEALING SOLUTIONS TUSTIN INC. (Continued) S104573877 #1 Vessel—300 Tons: Not reported #2 Vessel—300 Tons: Not reported #3 Vessel—300 Tons: Not reported Evacs: Not reported Injuries: Not reported Fatals: Not reported Comments: Not reported Description: While Packer,was packing bottle,the substance was accidentally released. OES Incident Number: 09568 OES notification: Not reported OES Date: 8/15/1995 OES Time: 10:31:08 AM Date Completed: Not reported Property Use: Not reported Agency Id Number: Not reported Agency Incident Number: Not reported Time Notified: Not reported Time Completed: Not reported Surrounding Area: Not reported Estimated Temperature: Not reported Property Management: Not reported More Than Two Substances Involved?: Not reported Resp Agncy Personel#Of Decontaminated: Not reported Responding Agency Personel#Of Injuries: Not reported Responding Agency Personel#Of Fatalities: Not reported Others Number Of Decontaminated: Not reported Others Number Of Injuries: Not reported Others Number Of Fatalities: Not reported Vehicle Make/year: Not reported Vehicle License Number: Not reported Vehicle State: Not reported Vehicle Id Number: Not reported CA DOT PUC/ICC Number: Not reported Company Name: Not reported Reporting Officer Name/ID: Not reported Report Date: Not reported Facility Telephone: Not reported Waterway Involved: YES Waterway: Not reported Spill Site: Not reported Cleanup By: fisher scientific Containment: Not reported What Happened: Not reported Type: Not reported Measure: Not reported Other: Not reported Date/Time: Not reported Year: 1995 Agency: fisher scientic Incident Date: 8/15/95 0955 Admin Agency: Not reported Amount: four liters Contained: NO Site Type: IND PLT E Date: Not reported TC5655027.2s Page 84 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TRELLEBORG SEALING SOLUTIONS TUSTIN INC. (Continued) S104573877 Substance: methanol Unknown: Not reported Substance#2: Not reported Substance#3: Not reported Evacuations: NO Number of Injuries: NO Number of Fatalities: NO #1 Pipeline: Not reported #2 Pipeline: Not reported #3 Pipeline: Not reported #1 Vessel—300 Tons: Not reported #2 Vessel—300 Tons: Not reported #3 Vessel—300 Tons: Not reported Evacs: Not reported Injuries: Not reported Fatals: Not reported Comments: Not reported Description: dropped bottle contaiing substance-spill confined to\\premises OES Incident Number: 0-4998 OES notification: 10/27/2000 OES Date: Not reported OES Time: Not reported Date Completed: Not reported Property Use: Not reported Agency Id Number: Not reported Agency Incident Number: Not reported Time Notified: Not reported Time Completed: Not reported Surrounding Area: Not reported Estimated Temperature: Not reported Property Management: Not reported More Than Two Substances Involved?: Not reported Resp Agncy Personel#Of Decontaminated: Not reported Responding Agency Personel#Of Injuries: Not reported Responding Agency Personel#Of Fatalities: Not reported Others Number Of Decontaminated: Not reported Others Number Of Injuries: Not reported Others Number Of Fatalities: Not reported Vehicle Make/year: Not reported Vehicle License Number: Not reported Vehicle State: Not reported Vehicle Id Number: Not reported CA DOT PUC/ICC Number: Not reported Company Name: Not reported Reporting Officer Name/ID: Not reported Report Date: Not reported Facility Telephone: Not reported Waterway Involved: No Waterway: Not reported Spill Site: Not reported Cleanup By: Reporting Party Containment: Not reported What Happened: Not reported Type: Not reported Measure: Not reported TC5655027.2s Page 85 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TRELLEBORG SEALING SOLUTIONS TUSTIN INC. (Continued) S104573877 Other: Not reported Date/Time: Not reported Year: 2000 Agency: Fisher Scientific Incident Date: 10/26/200012:00:00 AM Admin Agency: Orange County Emergency Managment Div Amount: Not reported Contained: Yes Site Type: Industrial Plant E Date: Not reported Substance: Chloroform Gallons: 2 Unknown: 0 Substance#2: Not reported Substance#3: Not reported Evacuations: 18 Number of Injuries: 0 Number of Fatalities: 0 #1 Pipeline: Not reported #2 Pipeline: Not reported #3 Pipeline: Not reported #1 Vessel—300 Tons: Not reported #2 Vessel—300 Tons: Not reported #3 Vessel—300 Tons: Not reported Evacs: Not reported Injuries: Not reported Fatals: Not reported Comments: Not reported Description: A pallet fell while being moved.The warehouse was evacuated until the area cleaned up. OES Incident Number: 8-4899 OES notification: 10/29/1998 OES Date: Not reported OES Time: Not reported Date Completed: Not reported Property Use: Not reported Agency Id Number: Not reported Agency Incident Number: Not reported Time Notified: Not reported Time Completed: Not reported Surrounding Area: Not reported Estimated Temperature: Not reported Property Management: Not reported More Than Two Substances Involved?: Not reported Resp Agncy Personel#Of Decontaminated: Not reported Responding Agency Personel#Of Injuries: Not reported Responding Agency Personel#Of Fatalities: Not reported Others Number Of Decontaminated: Not reported Others Number Of Injuries: Not reported Others Number Of Fatalities: Not reported Vehicle Make/year: Not reported Vehicle License Number: Not reported Vehicle State: Not reported Vehicle Id Number: Not reported CA DOT PUC/ICC Number: Not reported Company Name: Not reported TC5655027.2s Page 86 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TRELLEBORG SEALING SOLUTIONS TUSTIN INC. (Continued) S104573877 Reporting Officer Name/ID: Not reported Report Date: Not reported Facility Telephone: Not reported Waterway Involved: No Waterway: Not reported Spill Site: Not reported Cleanup By: Reporting Party Containment: Not reported What Happened: Not reported Type: Not reported Measure: Not reported Other: Not reported Date/Time: Not reported Year: 1998 Agency: Fisher Scientific Incident Date: 10/29/199812:00:00 AM Admin Agency: Orange County Emergency Managment Div Amount: Not reported Contained: Yes Site Type: Merchant/Business E Date: Not reported Substance: chloroform Gallons: 0.000000 Pounds: 1 Unknown: 0 Substance#2: Not reported Substance#3: Not reported Evacuations: 23 Number of Injuries: 0 Number of Fatalities: 0 #1 Pipeline: Not reported #2 Pipeline: Not reported #3 Pipeline: Not reported #1 Vessel—300 Tons: Not reported #2 Vessel—300 Tons: Not reported #3 Vessel—300 Tons: Not reported Evacs: Not reported Injuries: Not reported Fatals: Not reported Comments: Not reported Description: Box fell off a pallet and broke on the dock. OES Incident Number: 1-5645 OES notification: 10/05/2001 OES Date: Not reported OES Time: Not reported Date Completed: Not reported Property Use: Not reported Agency Id Number: Not reported Agency Incident Number: Not reported Time Notified: Not reported Time Completed: Not reported Surrounding Area: Not reported Estimated Temperature: Not reported Property Management: Not reported More Than Two Substances Involved?: Not reported Resp Agncy Personel#Of Decontaminated: Not reported TC5655027.2s Page 87 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TRELLEBORG SEALING SOLUTIONS TUSTIN INC. (Continued) S104573877 Responding Agency Personel#Of Injuries: Not reported Responding Agency Personel#Of Fatalities: Not reported Others Number Of Decontaminated: Not reported Others Number Of Injuries: Not reported Others Number Of Fatalities: Not reported Vehicle Make/year: Not reported Vehicle License Number: Not reported Vehicle State: Not reported Vehicle Id Number: Not reported CA DOT PUC/ICC Number: Not reported Company Name: Not reported Reporting Officer Name/ID: Not reported Report Date: Not reported Facility Telephone: Not reported Waterway Involved: No Waterway: Not reported Spill Site: Not reported Cleanup By: Responsible Party Containment: Not reported What Happened: Not reported Type: Not reported Measure: Not reported Other: Not reported Date/Time: Not reported Year: 2001 Agency: Fisher Scientific Incident Date: 10/5/200112:00:00 AM Admin Agency: Orange County Emergency Managment Div Amount: Not reported Contained: Yes Site Type: Industrial Plant E Date: Not reported Substance: Methanol Pounds: 2 Unknown: 0.000000 Substance#2: Not reported Substance#3: Not reported Evacuations: 0 Number of Injuries: 0 Number of Fatalities: 0 #1 Pipeline: Not reported #2 Pipeline: Not reported #3 Pipeline: Not reported #1 Vessel—300 Tons: Not reported #2 Vessel—300 Tons: Not reported #3 Vessel—300 Tons: Not reported Evacs: Not reported Injuries: Not reported Fatals: Not reported Comments: Not reported Description: An employee of Fisher Scientific was moving a box containing glass containers of methanol.The box tipped over and two of the glass containers broke,causing the methanol to spill. OES Incident Number: 0-6085 OES notification: 12/21/2000 TC5655027.2s Page 88 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TRELLEBORG SEALING SOLUTIONS TUSTIN INC. (Continued) S104573877 OES Date: Not reported OES Time: Not reported Date Completed: Not reported Property Use: Not reported Agency Id Number: Not reported Agency Incident Number: Not reported Time Notified: Not reported Time Completed: Not reported Surrounding Area: Not reported Estimated Temperature: Not reported Property Management: Not reported More Than Two Substances Involved?: Not reported Resp Agncy Personel#Of Decontaminated: Not reported Responding Agency Personel#Of Injuries: Not reported Responding Agency Personel#Of Fatalities: Not reported Others Number Of Decontaminated: Not reported Others Number Of Injuries: Not reported Others Number Of Fatalities: Not reported Vehicle Make/year: Not reported Vehicle License Number: Not reported Vehicle State: Not reported Vehicle Id Number: Not reported CA DOT PUC/ICC Number: Not reported Company Name: Not reported Reporting Officer Name/ID: Not reported Report Date: Not reported Facility Telephone: Not reported Waterway Involved: No Waterway: Not reported Spill Site: Not reported Cleanup By: Reporting Party Containment: Not reported What Happened: Not reported Type: Not reported Measure: Not reported Other: Not reported Date/Time: Not reported Year: 2000 Agency: Fisher Scientific Incident Date: 12/20/200012:00:00 AM Admin Agency: Orange County Emergency Managment Div Amount: Not reported Contained: Yes Site Type: Merchant/Business E Date: Not reported Substance: dichloro methane Gallons: 0.000000 Pounds: 14 Unknown: 0 Substance#2: Not reported Substance#3: Not reported Evacuations: 0 Number of Injuries: 0 Number of Fatalities: 0 #1 Pipeline: Not reported #2 Pipeline: Not reported #3 Pipeline: Not reported TC5655027.2s Page 89 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TRELLEBORG SEALING SOLUTIONS TUSTIN INC. (Continued) S104573877 #1 Vessel—300 Tons: Not reported #2 Vessel—300 Tons: Not reported #3 Vessel—300 Tons: Not reported Evacs: Not reported Injuries: Not reported Fatals: Not reported Comments: Not reported Description: Substance was on a pallet and knocked off hitting the floor. UN#1593 OES Incident Number: 9-1220 OES notification: 03/17/1999 OES Date: Not reported OES Time: Not reported Date Completed: Not reported Property Use: Not reported Agency Id Number: Not reported Agency Incident Number: Not reported Time Notified: Not reported Time Completed: Not reported Surrounding Area: Not reported Estimated Temperature: Not reported Property Management: Not reported More Than Two Substances Involved?: Not reported Resp Agncy Personel#Of Decontaminated: Not reported Responding Agency Personel#Of Injuries: Not reported Responding Agency Personel#Of Fatalities: Not reported Others Number Of Decontaminated: Not reported Others Number Of Injuries: Not reported Others Number Of Fatalities: Not reported Vehicle Make/year: Not reported Vehicle License Number: Not reported Vehicle State: Not reported Vehicle Id Number: Not reported CA DOT PUC/ICC Number: Not reported Company Name: Not reported Reporting Officer Name/ID: Not reported Report Date: Not reported Facility Telephone: Not reported Waterway Involved: No Waterway: Not reported Spill Site: Not reported Cleanup By: Reporting Party Containment: Not reported What Happened: Not reported Type: Not reported Measure: Not reported Other: Not reported Date/Time: Not reported Year: 1999 Agency: Fisher Scientific Incident Date: 3/17/199912:00:00 AM Admin Agency: Orange County Emergency Managment Div Amount: Not reported Contained: Yes Site Type: Industrial Plant E Date: Not reported TC5655027.2s Page 90 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TRELLEBORG SEALING SOLUTIONS TUSTIN INC. (Continued) S104573877 Substance: Chloroform Pounds: 8 Unknown: 0 Substance#2: Not reported Substance#3: Not reported Evacuations: 0 Number of Injuries: 0 Number of Fatalities: 0 #1 Pipeline: Not reported #2 Pipeline: Not reported #3 Pipeline: Not reported #1 Vessel—300 Tons: Not reported #2 Vessel—300 Tons: Not reported #3 Vessel—300 Tons: Not reported Evacs: Not reported Injuries: Not reported Fatals: Not reported Comments: Not reported Description: Product fell off pallet OES Incident Number: 7530 OES notification: Not reported OES Date: 4/7/1993 OES Time: 03:00:00 AM Date Completed: Not reported Property Use: Not reported Agency Id Number: Not reported Agency Incident Number: Not reported Time Notified: Not reported Time Completed: Not reported Surrounding Area: Not reported Estimated Temperature: Not reported Property Management: Not reported More Than Two Substances Involved?: Not reported Resp Agncy Personel#Of Decontaminated: Not reported Responding Agency Personel#Of Injuries: Not reported Responding Agency Personel#Of Fatalities: Not reported Others Number Of Decontaminated: Not reported Others Number Of Injuries: Not reported Others Number Of Fatalities: Not reported Vehicle Make/year: Not reported Vehicle License Number: Not reported Vehicle State: Not reported Vehicle Id Number: Not reported CA DOT PUC/ICC Number: Not reported Company Name: Not reported Reporting Officer Name/ID: Not reported Report Date: Not reported Facility Telephone: Not reported Waterway Involved: YES Waterway: Not reported Spill Site: Not reported Cleanup By: DISCHARGER Containment: Not reported What Happened: Not reported Type: CHEMICAL Measure: Not reported TC5655027.2s Page 91 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TRELLEBORG SEALING SOLUTIONS TUSTIN INC. (Continued) S104573877 Other: Not reported Date/Time: Not reported Year: 1993 Agency: SOUTH WORTH Incident Date: 1000 Admin Agency: Not reported Amount: 4 LITRES Contained: NO Site Type: Not reported E Date: Not reported Substance: BUTYL AL Unknown: Not reported Substance#2: Not reported Substance#3: Not reported Evacuations: UNKNOWN Number of Injuries: UNKNOWN Number of Fatalities: UNKNOWN #1 Pipeline: Not reported #2 Pipeline: Not reported #3 Pipeline: Not reported #1 Vessel—300 Tons: Not reported #2 Vessel—300 Tons: Not reported #3 Vessel—300 Tons: Not reported Evacs: Not reported Injuries: Not reported Fatals: Not reported Comments: Not reported Description: WAREHOUSE PERSONNEL DROPPED CONTAINER OES Incident Number: 7530 OES notification: Not reported OES Date: 4/7/1993 OES Time: 03:00:00 AM Date Completed: Not reported Property Use: Not reported Agency Id Number: Not reported Agency Incident Number: Not reported Time Notified: Not reported Time Completed: Not reported Surrounding Area: Not reported Estimated Temperature: Not reported Property Management: Not reported More Than Two Substances Involved?: Not reported Resp Agncy Personel#Of Decontaminated: Not reported Responding Agency Personel#Of Injuries: Not reported Responding Agency Personel#Of Fatalities: Not reported Others Number Of Decontaminated: Not reported Others Number Of Injuries: Not reported Others Number Of Fatalities: Not reported Vehicle Make/year: Not reported Vehicle License Number: Not reported Vehicle State: Not reported Vehicle Id Number: Not reported CA DOT PUC/ICC Number: Not reported Company Name: Not reported Reporting Officer Name/ID: Not reported Report Date: Not reported TC5655027.2s Page 92 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TRELLEBORG SEALING SOLUTIONS TUSTIN INC. (Continued) S104573877 Facility Telephone: Not reported Waterway Involved: YES Waterway: Not reported Spill Site: Not reported Cleanup By: DISCHARGER Containment: Not reported What Happened: Not reported Type: CHEMICAL Measure: Not reported Other: Not reported Date/Time: Not reported Year: 1993 Agency: SOUTH WORTH Incident Date: 1000 Admin Agency: Not reported Amount: 4 LITRES Contained: NO Site Type: Not reported E Date: Not reported Substance: BUTYL AL Unknown: Not reported Substance#2: Not reported Substance#3: Not reported Evacuations: UNKNOWN Number of Injuries: UNKNOWN Number of Fatalities: UNKNOWN #1 Pipeline: Not reported #2 Pipeline: Not reported #3 Pipeline: Not reported #1 Vessel—300 Tons: Not reported #2 Vessel—300 Tons: Not reported #3 Vessel—300 Tons: Not reported Evacs: Not reported Injuries: Not reported Fatals: Not reported Comments: Not reported Description: WAREHOUSE PERSONNEL DROPPED CONTAINER OES Incident Number: 0-1830 OES notification: 04/24/2000 OES Date: Not reported OES Time: Not reported Date Completed: Not reported Property Use: Not reported Agency Id Number: Not reported Agency Incident Number: Not reported Time Notified: Not reported Time Completed: Not reported Surrounding Area: Not reported Estimated Temperature: Not reported Property Management: Not reported More Than Two Substances Involved?: Not reported Resp Agncy Personel#Of Decontaminated: Not reported Responding Agency Personel#Of Injuries: Not reported Responding Agency Personel#Of Fatalities: Not reported Others Number Of Decontaminated: Not reported Others Number Of Injuries: Not reported TC5655027.2s Page 93 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TRELLEBORG SEALING SOLUTIONS TUSTIN INC. (Continued) S104573877 Others Number Of Fatalities: Not reported Vehicle Make/year: Not reported Vehicle License Number: Not reported Vehicle State: Not reported Vehicle Id Number: Not reported CA DOT PUC/ICC Number: Not reported Company Name: Not reported Reporting Officer Name/ID: Not reported Report Date: Not reported Facility Telephone: Not reported Waterway Involved: No Waterway: Not reported Spill Site: Not reported Cleanup By: Reporting Party Containment: Not reported What Happened: Not reported Type: Not reported Measure: Not reported Other: Not reported Date/Time: Not reported Year: 2000 Agency: Fisher Scientific Incident Date: 4/24/200012:00:00 AM Admin Agency: Orange County Emergency Managment Div Amount: Not reported Contained: Yes Site Type: Industrial Plant E Date: Not reported Substance: acidic anhydride Gallons: 0.000000 Unknown: 0 Substance#2: Not reported Substance#3: Not reported Evacuations: 20 Number of Injuries: 0 Number of Fatalities: 0 #1 Pipeline: Not reported #2 Pipeline: Not reported #3 Pipeline: Not reported #1 Vessel—300 Tons: Not reported #2 Vessel—300 Tons: Not reported #3 Vessel—300 Tons: Not reported Evacs: Not reported Injuries: Not reported Fatals: Not reported Comments: Not reported Description: Operator banged a bottle against a cage and it broke.20 employees temporarily evacuated...now back at work. OES Incident Number: 7-3371 OES notification: 08/29/1997 OES Date: Not reported OES Time: Not reported Date Completed: Not reported Property Use: Not reported Agency Id Number: Not reported TC5655027.2s Page 94 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TRELLEBORG SEALING SOLUTIONS TUSTIN INC. (Continued) S104573877 Agency Incident Number: Not reported Time Notified: Not reported Time Completed: Not reported Surrounding Area: Not reported Estimated Temperature: Not reported Property Management: Not reported More Than Two Substances Involved?: Not reported Resp Agncy Personel#Of Decontaminated: Not reported Responding Agency Personel#Of Injuries: Not reported Responding Agency Personel#Of Fatalities: Not reported Others Number Of Decontaminated: Not reported Others Number Of Injuries: Not reported Others Number Of Fatalities: Not reported Vehicle Make/year: Not reported Vehicle License Number: Not reported Vehicle State: Not reported Vehicle Id Number: Not reported CA DOT PUC/ICC Number: Not reported Company Name: Not reported Reporting Officer Name/ID: Not reported Report Date: Not reported Facility Telephone: Not reported Waterway Involved: No Waterway: Not reported Spill Site: Not reported Cleanup By: Reporting Party Containment: Not reported What Happened: Not reported Type: Not reported Measure: Not reported Other: Not reported Date/Time: Not reported Year: 1997 Agency: Fischer Scientific Incident Date: 8/29/199712:00:00 AM Admin Agency: Orange County Emergency Managment Div Amount: Not reported Contained: Yes Site Type: Merchant/Business E Date: Not reported Substance: Hemo D, Fischer brand type of detergent Gallons: 1 Unknown: 0 Substance#2: Not reported Substance#3: Not reported Evacuations: 23 Number of Injuries: 0 Number of Fatalities: 0 #1 Pipeline: Not reported #2 Pipeline: Not reported #3 Pipeline: Not reported #1 Vessel—300 Tons: Not reported #2 Vessel—300 Tons: Not reported #3 Vessel—300 Tons: Not reported Evacs: Not reported Injuries: Not reported Fatals: Not reported TC5655027.2s Page 95 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TRELLEBORG SEALING SOLUTIONS TUSTIN INC. (Continued) S104573877 Comments: Not reported Description: Employee was stocking a pallet of the material when one of the cases fell to the ground. Personnel were evacuated for approximately 30 minutes. OES Incident Number: 798 OES notification: Not reported OES Date: 6/22/1994 OES Time: 06:16:54 AM Date Completed: Not reported Property Use: Not reported Agency Id Number: Not reported Agency Incident Number: Not reported Time Notified: Not reported Time Completed: Not reported Surrounding Area: Not reported Estimated Temperature: Not reported Property Management: Not reported More Than Two Substances Involved?: Not reported Resp Agncy Personel#Of Decontaminated: Not reported Responding Agency Personel#Of Injuries: Not reported Responding Agency Personel#Of Fatalities: Not reported Others Number Of Decontaminated: Not reported Others Number Of Injuries: Not reported Others Number Of Fatalities: Not reported Vehicle Make/year: Not reported Vehicle License Number: Not reported Vehicle State: Not reported Vehicle Id Number: Not reported CA DOT PUC/ICC Number: Not reported Company Name: Not reported Reporting Officer Name/ID: Not reported Report Date: Not reported Facility Telephone: Not reported Waterway Involved: YES Waterway: Not reported Spill Site: Not reported Cleanup By: reporting party Containment: Not reported What Happened: Not reported Type: CHEMICAL Measure: Not reported Other: Not reported Date/Time: Not reported Year: 1994 Agency: fisher scientific Incident Date: 0400/06-21-94 Admin Agency: Not reported Amount: two ounces Contained: NO Site Type: IND PLT E Date: Not reported Substance: formamide Unknown: Not reported Substance#2: Not reported Substance#3: Not reported TC5655027.2s Page 96 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TRELLEBORG SEALING SOLUTIONS TUSTIN INC. (Continued) S104573877 Evacuations: NO Number of Injuries: NO Number of Fatalities: NO #1 Pipeline: Not reported #2 Pipeline: Not reported #3 Pipeline: Not reported #1 Vessel—300 Tons: Not reported #2 Vessel—300 Tons: Not reported #3 Vessel—300 Tons: Not reported Evacs: Not reported Injuries: Not reported Fatals: Not reported Comments: Not reported Description: employee dropped bottle and it broke when it hit the floor OES Incident Number: 720 OES notification: Not reported OES Date: 8/19/1994 OES Time: 11:28:29 AM Date Completed: Not reported Property Use: Not reported Agency Id Number: Not reported Agency Incident Number: Not reported Time Notified: Not reported Time Completed: Not reported Surrounding Area: Not reported Estimated Temperature: Not reported Property Management: Not reported More Than Two Substances Involved?: Not reported Resp Agncy Personel#Of Decontaminated: Not reported Responding Agency Personel#Of Injuries: Not reported Responding Agency Personel#Of Fatalities: Not reported Others Number Of Decontaminated: Not reported Others Number Of Injuries: Not reported Others Number Of Fatalities: Not reported Vehicle Make/year: Not reported Vehicle License Number: Not reported Vehicle State: Not reported Vehicle Id Number: Not reported CA DOT PUC/ICC Number: Not reported Company Name: Not reported Reporting Officer Name/ID: Not reported Report Date: Not reported Facility Telephone: Not reported Waterway Involved: YES Waterway: Not reported Spill Site: Not reported Cleanup By: fisher scientific co Containment: Not reported What Happened: Not reported Type: CHEMICAL Measure: Not reported Other: Not reported Date/Time: Not reported Year: 1994 Agency: fisher scientific TC5655027.2s Page 97 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TRELLEBORG SEALING SOLUTIONS TUSTIN INC. (Continued) S104573877 Incident Date: 8/19/94 0640 Admin Agency: Not reported Amount: 4 litters Contained: NO Site Type: IND PLT E Date: Not reported Substance: hydrochloric peroxide Unknown: Not reported Substance#2: Not reported Substance#3: Not reported Evacuations: NO Number of Injuries: NO Number of Fatalities: NO #1 Pipeline: Not reported #2 Pipeline: Not reported #3 Pipeline: Not reported #1 Vessel—300 Tons: Not reported #2 Vessel—300 Tons: Not reported #3 Vessel—300 Tons: Not reported Evacs: Not reported Injuries: Not reported Fatals: Not reported Comments: Not reported Description: plastic bottle fell off a pallet OES Incident Number: 14801 OES notification: Not reported OES Date: 7/24/1996 OES Time: 04:17:08 PM Date Completed: Not reported Property Use: Not reported Agency Id Number: Not reported Agency Incident Number: Not reported Time Notified: Not reported Time Completed: Not reported Surrounding Area: Not reported Estimated Temperature: Not reported Property Management: Not reported More Than Two Substances Involved?: Not reported Resp Agncy Personel#Of Decontaminated: Not reported Responding Agency Personel#Of Injuries: Not reported Responding Agency Personel#Of Fatalities: Not reported Others Number Of Decontaminated: Not reported Others Number Of Injuries: Not reported Others Number Of Fatalities: Not reported Vehicle Make/year: Not reported Vehicle License Number: Not reported Vehicle State: Not reported Vehicle Id Number: Not reported CA DOT PUC/ICC Number: Not reported Company Name: Not reported Reporting Officer Name/ID: Not reported Report Date: Not reported Facility Telephone: Not reported Waterway Involved: YES Waterway: Not reported Spill Site: Not reported TC5655027.2s Page 98 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TRELLEBORG SEALING SOLUTIONS TUSTIN INC. (Continued) S104573877 Cleanup By: fisher scientific Containment: Not reported What Happened: Not reported Type: CHEMICAL Measure: Not reported Other: Not reported Date/Time: Not reported Year: 1996 Agency: fisher scientific,co Incident Date: 1525/24July96 Admin Agency: Not reported Amount: 100mg Contained: NO Site Type: OTHER E Date: Not reported Substance: ammonium peroxydisulfate Unknown: Not reported Substance#2: Not reported Substance#3: Not reported Evacuations: NO Number of Injuries: NO Number of Fatalities: NO #1 Pipeline: Not reported #2 Pipeline: Not reported #3 Pipeline: Not reported #1 Vessel—300 Tons: Not reported #2 Vessel—300 Tons: Not reported #3 Vessel—300 Tons: Not reported Evacs: Not reported Injuries: Not reported Fatals: Not reported Comments: Not reported Description: worker handling bottle dropped chemical to floor. in contained room,closed off room,cleaned up per msds. OES Incident Number: 1-3227 OES notification: 06/04/2001 OES Date: Not reported OES Time: Not reported Date Completed: Not reported Property Use: Not reported Agency Id Number: Not reported Agency Incident Number: Not reported Time Notified: Not reported Time Completed: Not reported Surrounding Area: Not reported Estimated Temperature: Not reported Property Management: Not reported More Than Two Substances Involved?: Not reported Resp Agncy Personel#Of Decontaminated: Not reported Responding Agency Personel#Of Injuries: Not reported Responding Agency Personel#Of Fatalities: Not reported Others Number Of Decontaminated: Not reported Others Number Of Injuries: Not reported Others Number Of Fatalities: Not reported Vehicle Make/year: Not reported TC5655027.2s Page 99 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TRELLEBORG SEALING SOLUTIONS TUSTIN INC. (Continued) S104573877 Vehicle License Number: Not reported Vehicle State: Not reported Vehicle Id Number: Not reported CA DOT PUC/ICC Number: Not reported Company Name: Not reported Reporting Officer Name/ID: Not reported Report Date: Not reported Facility Telephone: Not reported Waterway Involved: No Waterway: Not reported Spill Site: Not reported Cleanup By: Reporting Party Containment: Not reported What Happened: Not reported Type: Not reported Measure: Not reported Other: Not reported Date/Time: Not reported Year: 2001 Agency: Fisher Scientific Incident Date: 6/4/200112:00:00 AM Admin Agency: Orange County Emergency Managment Div Amount: Not reported Contained: Yes Site Type: Other E Date: Not reported Substance: Dichloromethane Pounds: 15 Unknown: 0.000000 Substance#2: Not reported Substance#3: Not reported Evacuations: 20 Number of Injuries: 0 Number of Fatalities: 0 #1 Pipeline: Not reported #2 Pipeline: Not reported #3 Pipeline: Not reported #1 Vessel—300 Tons: Not reported #2 Vessel—300 Tons: Not reported #3 Vessel—300 Tons: Not reported Evacs: Not reported Injuries: Not reported Fatals: Not reported Comments: Not reported Description: An employee was moving a pallet and jarred the bottle off of the pallet.20 warehouse employees were evacuated for safety reasons during cleanup. OES Incident Number: 2-2204 OES notification: 04/23/2002 OES Date: Not reported OES Time: Not reported Date Completed: Not reported Property Use: Not reported Agency Id Number: Not reported Agency Incident Number: Not reported Time Notified: Not reported TC5655027.2s Page 100 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TRELLEBORG SEALING SOLUTIONS TUSTIN INC. (Continued) S104573877 Time Completed: Not reported Surrounding Area: Not reported Estimated Temperature: Not reported Property Management: Not reported More Than Two Substances Involved?: Not reported Resp Agncy Personel#Of Decontaminated: Not reported Responding Agency Personel#Of Injuries: Not reported Responding Agency Personel#Of Fatalities: Not reported Others Number Of Decontaminated: Not reported Others Number Of Injuries: Not reported Others Number Of Fatalities: Not reported Vehicle Make/year: Not reported Vehicle License Number: Not reported Vehicle State: Not reported Vehicle Id Number: Not reported CA DOT PUC/ICC Number: Not reported Company Name: Not reported Reporting Officer Name/ID: Not reported Report Date: Not reported Facility Telephone: Not reported Waterway Involved: No Waterway: Not reported Spill Site: Not reported Cleanup By: Reporting Party Containment: Not reported What Happened: Not reported Type: Not reported Measure: Not reported Other: Not reported Date/Time: Not reported Year: 2002 Agency: Fisher Scientific Incident Date: 4/22/200212:00:00 AM Admin Agency: Orange County Emergency Managment Div Amount: Not reported Contained: Yes Site Type: Merchant/Business E Date: Not reported Substance: Dichloromethane Gallons: 0.000000 Pounds: 54 Unknown: 0 Substance#2: Not reported Substance#3: Not reported Evacuations: 18 Number of Injuries: 0 Number of Fatalities: 0 #1 Pipeline: Not reported #2 Pipeline: Not reported #3 Pipeline: Not reported #1 Vessel—300 Tons: Not reported #2 Vessel—300 Tons: Not reported #3 Vessel—300 Tons: Not reported Evacs: Not reported Injuries: Not reported Fatals: Not reported Comments: Not reported TC5655027.2s Page 101 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TRELLEBORG SEALING SOLUTIONS TUSTIN INC. (Continued) S104573877 Description: Per caller,containers were knocked off of a pallet causing a release. OES Incident Number: 15365 OES notification: Not reported OES Date: 8/30/1996 OES Time: 01:46:29 PM Date Completed: Not reported Property Use: Not reported Agency Id Number: Not reported Agency Incident Number: Not reported Time Notified: Not reported Time Completed: Not reported Surrounding Area: Not reported Estimated Temperature: Not reported Property Management: Not reported More Than Two Substances Involved?: Not reported Resp Agncy Personel#Of Decontaminated: Not reported Responding Agency Personel#Of Injuries: Not reported Responding Agency Personel#Of Fatalities: Not reported Others Number Of Decontaminated: Not reported Others Number Of Injuries: Not reported Others Number Of Fatalities: Not reported Vehicle Make/year: Not reported Vehicle License Number: Not reported Vehicle State: Not reported Vehicle Id Number: Not reported CA DOT PUC/ICC Number: Not reported Company Name: Not reported Reporting Officer Name/ID: Not reported Report Date: Not reported Facility Telephone: Not reported Waterway Involved: YES Waterway: Not reported Spill Site: Not reported Cleanup By: fischer scientific Containment: Not reported What Happened: Not reported Type: CHEMICAL Measure: Not reported Other: Not reported Date/Time: Not reported Year: 1996 Agency: fischer scientific Incident Date: 1255/30Aug96 Admin Agency: Not reported Amount: 1 41tr bottle Contained: NO Site Type: IND PLT E Date: Not reported Substance: acetone Unknown: Not reported Substance#2: Not reported Substance#3: Not reported Evacuations: YES Number of Injuries: NO Number of Fatalities: NO TC5655027.2s Page 102 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TRELLEBORG SEALING SOLUTIONS TUSTIN INC. (Continued) S104573877 #1 Pipeline: Not reported #2 Pipeline: Not reported #3 Pipeline: Not reported #1 Vessel—300 Tons: Not reported #2 Vessel—300 Tons: Not reported #3 Vessel—300 Tons: Not reported Evacs: Not reported Injuries: Not reported Fatals: Not reported Comments: Not reported Description: bottle fell from order pulling cage breaking on ground.20 plant people evacuated. OES Incident Number: 15794 OES notification: Not reported OES Date: 10/1/1996 OES Time: 06:18:00 PM Date Completed: Not reported Property Use: Not reported Agency Id Number: Not reported Agency Incident Number: Not reported Time Notified: Not reported Time Completed: Not reported Surrounding Area: Not reported Estimated Temperature: Not reported Property Management: Not reported More Than Two Substances Involved?: Not reported Resp Agncy Personel#Of Decontaminated: Not reported Responding Agency Personel#Of Injuries: Not reported Responding Agency Personel#Of Fatalities: Not reported Others Number Of Decontaminated: Not reported Others Number Of Injuries: Not reported Others Number Of Fatalities: Not reported Vehicle Make/year: Not reported Vehicle License Number: Not reported Vehicle State: Not reported Vehicle Id Number: Not reported CA DOT PUC/ICC Number: Not reported Company Name: Not reported Reporting Officer Name/ID: Not reported Report Date: Not reported Facility Telephone: Not reported Waterway Involved: YES Waterway: Not reported Spill Site: Not reported Cleanup By: crew Containment: Not reported What Happened: Not reported Type: CHEMICAL Measure: Not reported Other: Not reported Date/Time: Not reported Year: 1996 Agency: fisher scientific Incident Date: 1620 01 Oct 96 Admin Agency: Not reported Amount: i gal TC5655027.2s Page 103 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TRELLEBORG SEALING SOLUTIONS TUSTIN INC. (Continued) S104573877 Contained: NO Site Type: OTHER E Date: Not reported Substance: chloroform Unknown: Not reported Substance#2: Not reported Substance#3: Not reported Evacuations: YES Number of Injuries: NO Number of Fatalities: NO #1 Pipeline: Not reported #2 Pipeline: Not reported #3 Pipeline: Not reported #1 Vessel—300 Tons: Not reported #2 Vessel—300 Tons: Not reported #3 Vessel—300 Tons: Not reported Evacs: Not reported Injuries: Not reported Fatals: Not reported Comments: Not reported Description: fell from pallet while being moved.will call fd. 20 personnel evacuated. OES Incident Number: 646 OES notification: Not reported OES Date: 6/10/1994 OES Time: 03:05:47 PM Date Completed: Not reported Property Use: Not reported Agency Id Number: Not reported Agency Incident Number: Not reported Time Notified: Not reported Time Completed: Not reported Surrounding Area: Not reported Estimated Temperature: Not reported Property Management: Not reported More Than Two Substances Involved?: Not reported Resp Agncy Personel#Of Decontaminated: Not reported Responding Agency Personel#Of Injuries: Not reported Responding Agency Personel#Of Fatalities: Not reported Others Number Of Decontaminated: Not reported Others Number Of Injuries: Not reported Others Number Of Fatalities: Not reported Vehicle Make/year: Not reported Vehicle License Number: Not reported Vehicle State: Not reported Vehicle Id Number: Not reported CA DOT PUC/ICC Number: Not reported Company Name: Not reported Reporting Officer Name/ID: Not reported Report Date: Not reported Facility Telephone: Not reported Waterway Involved: YES Waterway: Not reported Spill Site: Not reported Cleanup By: reporting party Containment: Not reported TC5655027.2s Page 104 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TRELLEBORG SEALING SOLUTIONS TUSTIN INC. (Continued) S104573877 What Happened: Not reported Type: CHEMICAL Measure: Not reported Other: Not reported Date/Time: Not reported Year: 1994 Agency: fisher scientific Incident Date: 1400/06-10-94 Admin Agency: Not reported Amount: one gallon Contained: NO Site Type: IND PLT E Date: Not reported Substance: dichloromethane Unknown: Not reported Substance#2: Not reported Substance#3: Not reported Evacuations: NO Number of Injuries: NO Number of Fatalities: NO #1 Pipeline: Not reported #2 Pipeline: Not reported #3 Pipeline: Not reported #1 Vessel—300 Tons: Not reported #2 Vessel—300 Tons: Not reported #3 Vessel—300 Tons: Not reported Evacs: Not reported Injuries: Not reported Fatals: Not reported Comments: Not reported Description: container fell off pallet on fork lift.container broke on floor of warehouse OES Incident Number: 0-2256 OES notification: 05/22/2000 OES Date: Not reported OES Time: Not reported Date Completed: Not reported Property Use: Not reported Agency Id Number: Not reported Agency Incident Number: Not reported Time Notified: Not reported Time Completed: Not reported Surrounding Area: Not reported Estimated Temperature: Not reported Property Management: Not reported More Than Two Substances Involved?: Not reported Resp Agncy Personel#Of Decontaminated: Not reported Responding Agency Personel#Of Injuries: Not reported Responding Agency Personel#Of Fatalities: Not reported Others Number Of Decontaminated: Not reported Others Number Of Injuries: Not reported Others Number Of Fatalities: Not reported Vehicle Make/year: Not reported Vehicle License Number: Not reported Vehicle State: Not reported Vehicle Id Number: Not reported TC5655027.2s Page 105 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TRELLEBORG SEALING SOLUTIONS TUSTIN INC. (Continued) S104573877 CA DOT PUC/ICC Number: Not reported Company Name: Not reported Reporting Officer Name/ID: Not reported Report Date: Not reported Facility Telephone: Not reported Waterway Involved: No Waterway: Not reported Spill Site: Not reported Cleanup By: Reporting Party Containment: Not reported What Happened: Not reported Type: Not reported Measure: Not reported Other: Not reported Date/Time: Not reported Year: 2000 Agency: Fisher Sceintific Incident Date: 5/22/200012:00:00 AM Admin Agency: Orange County Emergency Managment Div Amount: Not reported Contained: Yes Site Type: Industrial Plant E Date: Not reported Substance: Dichloro methane Gallons: 0.000000 Pounds: 1 Unknown: 0 Substance#2: Not reported Substance#3: Not reported Evacuations: 0 Number of Injuries: 0 Number of Fatalities: 0 #1 Pipeline: Not reported #2 Pipeline: Not reported #3 Pipeline: Not reported #1 Vessel—300 Tons: Not reported #2 Vessel—300 Tons: Not reported #3 Vessel—300 Tons: Not reported Evacs: Not reported Injuries: Not reported Fatals: Not reported Comments: Not reported Description: Product was on the shelf and it was not sealed well.When it was taken off the shelf the package spilled.Plant was evacuated as a precaution. OES Incident Number: 7-3788 OES notification: 09/25/1997 OES Date: Not reported OES Time: Not reported Date Completed: Not reported Property Use: Not reported Agency Id Number: Not reported Agency Incident Number: Not reported Time Notified: Not reported Time Completed: Not reported Surrounding Area: Not reported TC5655027.2s Page 106 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TRELLEBORG SEALING SOLUTIONS TUSTIN INC. (Continued) S104573877 Estimated Temperature: Not reported Property Management: Not reported More Than Two Substances Involved?: Not reported Resp Agncy Personel#Of Decontaminated: Not reported Responding Agency Personel#Of Injuries: Not reported Responding Agency Personel#Of Fatalities: Not reported Others Number Of Decontaminated: Not reported Others Number Of Injuries: Not reported Others Number Of Fatalities: Not reported Vehicle Make/year: Not reported Vehicle License Number: Not reported Vehicle State: Not reported Vehicle Id Number: Not reported CA DOT PUC/ICC Number: Not reported Company Name: Not reported Reporting Officer Name/ID: Not reported Report Date: Not reported Facility Telephone: Not reported Waterway Involved: No Waterway: Not reported Spill Site: Not reported Cleanup By: Reporting Party Containment: Not reported What Happened: Not reported Type: Not reported Measure: Not reported Other: Not reported Date/Time: Not reported Year: 1997 Agency: Fisher Scientific. Incident Date: 9/25/199712:00:00 AM Admin Agency: Orange County Emergency Managment Div Amount: Not reported Contained: Yes Site Type: Industrial Plant E Date: Not reported Substance: Acrylimide Gallons: 0.000000 Unknown: 0 Substance#2: Not reported Substance#3: Not reported Evacuations: 18 Number of Injuries: 0 Number of Fatalities: 0 #1 Pipeline: Not reported #2 Pipeline: Not reported #3 Pipeline: Not reported #1 Vessel—300 Tons: Not reported #2 Vessel—300 Tons: Not reported #3 Vessel—300 Tons: Not reported Evacs: Not reported Injuries: Not reported Fatals: Not reported Comments: Not reported Description: Employee droped two bottles onto forklift. 18 employees evacuated.All Released to go home.Now safe to return(per Matt). TC5655027.2s Page 107 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TRELLEBORG SEALING SOLUTIONS TUSTIN INC. (Continued) S104573877 OES Incident Number: 14775 OES notification: Not reported OES Date: 7/23/1996 OES Time: 09:49:47 AM Date Completed: Not reported Property Use: Not reported Agency Id Number: Not reported Agency Incident Number: Not reported Time Notified: Not reported Time Completed: Not reported Surrounding Area: Not reported Estimated Temperature: Not reported Property Management: Not reported More Than Two Substances Involved?: Not reported Resp Agncy Personel#Of Decontaminated: Not reported Responding Agency Personel#Of Injuries: Not reported Responding Agency Personel#Of Fatalities: Not reported Others Number Of Decontaminated: Not reported Others Number Of Injuries: Not reported Others Number Of Fatalities: Not reported Vehicle Make/year: Not reported Vehicle License Number: Not reported Vehicle State: Not reported Vehicle Id Number: Not reported CA DOT PUC/ICC Number: Not reported Company Name: Not reported Reporting Officer Name/ID: Not reported Report Date: Not reported Facility Telephone: Not reported Waterway Involved: YES Waterway: Not reported Spill Site: Not reported Cleanup By: company personnel Containment: Not reported What Happened: Not reported Type: CHEMICAL Measure: Not reported Other: Not reported Date/Time: Not reported Year: 1996 Agency: fisher scientific Incident Date: 0910 23JULY96 Admin Agency: Not reported Amount: 1-4 liter bottle Contained: NO Site Type: OTHER E Date: Not reported Substance: ethel acetate Unknown: Not reported Substance#2: Not reported Substance#3: Not reported Evacuations: YES Number of Injuries: NO Number of Fatalities: NO #1 Pipeline: Not reported #2 Pipeline: Not reported #3 Pipeline: Not reported TC5655027.2s Page 108 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TRELLEBORG SEALING SOLUTIONS TUSTIN INC. (Continued) S104573877 #1 Vessel—300 Tons: Not reported #2 Vessel—300 Tons: Not reported #3 Vessel—300 Tons: Not reported Evacs: Not reported Injuries: Not reported Fatals: Not reported Comments: Not reported Description: case of bottles was bumped by a forklift causing the case to fall and break the bottle.22 personnel evacuated as a precaution. OES Incident Number: 117 OES notification: Not reported OES Date: 9/13/1994 OES Time: 12:22:23 PM Date Completed: Not reported Property Use: Not reported Agency Id Number: Not reported Agency Incident Number: Not reported Time Notified: Not reported Time Completed: Not reported Surrounding Area: Not reported Estimated Temperature: Not reported Property Management: Not reported More Than Two Substances Involved?: Not reported Resp Agncy Personel#Of Decontaminated: Not reported Responding Agency Personel#Of Injuries: Not reported Responding Agency Personel#Of Fatalities: Not reported Others Number Of Decontaminated: Not reported Others Number Of Injuries: Not reported Others Number Of Fatalities: Not reported Vehicle Make/year: Not reported Vehicle License Number: Not reported Vehicle State: Not reported Vehicle Id Number: Not reported CA DOT PUC/ICC Number: Not reported Company Name: Not reported Reporting Officer Name/ID: Not reported Report Date: Not reported Facility Telephone: Not reported Waterway Involved: YES Waterway: Not reported Spill Site: Not reported Cleanup By: fisher Containment: Not reported What Happened: Not reported Type: CHEMICAL Measure: Not reported Other: Not reported Date/Time: Not reported Year: 1994 Agency: fisher scientific Incident Date: 1030/13sept94 Admin Agency: Not reported Amount: 4 gals Contained: NO Site Type: OTHER TC5655027.2s Page 109 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TRELLEBORG SEALING SOLUTIONS TUSTIN INC. (Continued) S104573877 E Date: Not reported Substance: methylene chloride Unknown: Not reported Substance#2: Not reported Substance#3: Not reported Evacuations: NO Number of Injuries: NO Number of Fatalities: NO #1 Pipeline: Not reported #2 Pipeline: Not reported #3 Pipeline: Not reported #1 Vessel—300 Tons: Not reported #2 Vessel—300 Tons: Not reported #3 Vessel—300 Tons: Not reported Evacs: Not reported Injuries: Not reported Fatals: Not reported Comments: Not reported Description: while stocking above substance one case of of product dropped and spilled to floor of facility OES Incident Number: 1-6630 OES notification: 11/15/2001 OES Date: Not reported OES Time: Not reported Date Completed: Not reported Property Use: Not reported Agency Id Number: Not reported Agency Incident Number: Not reported Time Notified: Not reported Time Completed: Not reported Surrounding Area: Not reported Estimated Temperature: Not reported Property Management: Not reported More Than Two Substances Involved?: Not reported Resp Agncy Personel#Of Decontaminated: Not reported Responding Agency Personel#Of Injuries: Not reported Responding Agency Personel#Of Fatalities: Not reported Others Number Of Decontaminated: Not reported Others Number Of Injuries: Not reported Others Number Of Fatalities: Not reported Vehicle Make/year: Not reported Vehicle License Number: Not reported Vehicle State: Not reported Vehicle Id Number: Not reported CA DOT PUC/ICC Number: Not reported Company Name: Not reported Reporting Officer Name/ID: Not reported Report Date: Not reported Facility Telephone: Not reported Waterway Involved: No Waterway: Not reported Spill Site: Not reported Cleanup By: Reporting Party Containment: Not reported What Happened: Not reported Type: Not reported TC5655027.2s Page 110 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TRELLEBORG SEALING SOLUTIONS TUSTIN INC. (Continued) S104573877 Measure: Not reported Other: Not reported Date/Time: Not reported Year: 2001 Agency: Fisher Scientific Incident Date: 11/14/200112:00:00 AM Admin Agency: Orange County Emergency Managment Div Amount: Not reported Contained: Yes Site Type: Merchant/Business E Date: Not reported Substance: Xylene;;; Pounds: 10 Unknown: 0.000000 Substance#2: Not reported Substance#3: Not reported Evacuations: 18 Number of Injuries: 0 Number of Fatalities: 0 #1 Pipeline: Not reported #2 Pipeline: Not reported #3 Pipeline: Not reported #1 Vessel—300 Tons: Not reported #2 Vessel—300 Tons: Not reported #3 Vessel—300 Tons: Not reported Evacs: Not reported Injuries: Not reported Fatals: Not reported Comments: Not reported Description: A forklift punched a box containing the substance.The area was evacuated during the cleanup. OES Incident Number: 7-2052 OES notification: 05/22/1997 OES Date: Not reported OES Time: Not reported Date Completed: Not reported Property Use: Not reported Agency Id Number: Not reported Agency Incident Number: Not reported Time Notified: Not reported Time Completed: Not reported Surrounding Area: Not reported Estimated Temperature: Not reported Property Management: Not reported More Than Two Substances Involved?: Not reported Resp Agncy Personel#Of Decontaminated: Not reported Responding Agency Personel#Of Injuries: Not reported Responding Agency Personel#Of Fatalities: Not reported Others Number Of Decontaminated: Not reported Others Number Of Injuries: Not reported Others Number Of Fatalities: Not reported Vehicle Make/year: Not reported Vehicle License Number: Not reported Vehicle State: Not reported Vehicle Id Number: Not reported TC5655027.2s Pagel ll Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TRELLEBORG SEALING SOLUTIONS TUSTIN INC. (Continued) S104573877 CA DOT PUC/ICC Number: Not reported Company Name: Not reported Reporting Officer Name/ID: Not reported Report Date: Not reported Facility Telephone: Not reported Waterway Involved: No Waterway: Not reported Spill Site: Not reported Cleanup By: Reporting Party Containment: Not reported What Happened: Not reported Type: Not reported Measure: Not reported Other: Not reported Date/Time: Not reported Year: 1997 Agency: Fisher Scientific Incident Date: 5/21/199712:00:00 AM Admin Agency: Orange County Emergency Managment Div Amount: Not reported Contained: Yes Site Type: Industrial Plant E Date: Not reported Substance: chloroform Gallons: 0.000000 Unknown: 0 Substance#2: Not reported Substance#3: Not reported Evacuations: 60 Number of Injuries: 0 Number of Fatalities: 0 #1 Pipeline: Not reported #2 Pipeline: Not reported #3 Pipeline: Not reported #1 Vessel—300 Tons: Not reported #2 Vessel—300 Tons: Not reported #3 Vessel—300 Tons: Not reported Evacs: Not reported Injuries: Not reported Fatals: Not reported Comments: Not reported Description: Bottle dropped by employee.Plant evacuated of 60 personnel.All personnel back in plant and working. OES Incident Number: 6768 OES notification: Not reported OES Date: 1/28/1993 OES Time: 06:45:00 AM Date Completed: Not reported Property Use: Not reported Agency Id Number: Not reported Agency Incident Number: Not reported Time Notified: Not reported Time Completed: Not reported Surrounding Area: Not reported Estimated Temperature: Not reported TC5655027.2s Page 112 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TRELLEBORG SEALING SOLUTIONS TUSTIN INC. (Continued) S104573877 Property Management: Not reported More Than Two Substances Involved?: Not reported Resp Agncy Personel#Of Decontaminated: Not reported Responding Agency Personel#Of Injuries: Not reported Responding Agency Personel#Of Fatalities: Not reported Others Number Of Decontaminated: Not reported Others Number Of Injuries: Not reported Others Number Of Fatalities: Not reported Vehicle Make/year: Not reported Vehicle License Number: Not reported Vehicle State: Not reported Vehicle Id Number: Not reported CA DOT PUC/ICC Number: Not reported Company Name: Not reported Reporting Officer Name/ID: Not reported Report Date: Not reported Facility Telephone: Not reported Waterway Involved: Not reported Waterway: Not reported Spill Site: Not reported Cleanup By: DISCHARGER Containment: Not reported What Happened: Not reported Type: CHEMICAL Measure: Not reported Other: Not reported Date/Time: Not reported Year: 1993 Agency: FISHER SCIENTIFIC Incident Date: 92681 Admin Agency: Not reported Amount: 4 LTR BOTTLE Contained: NO Site Type: Not reported E Date: Not reported Substance: METHELENE CHORIDE Unknown: Not reported Substance#2: Not reported Substance#3: Not reported Evacuations: Not reported Number of Injuries: Not reported Number of Fatalities: Not reported #1 Pipeline: Not reported #2 Pipeline: Not reported #3 Pipeline: Not reported #1 Vessel—300 Tons: Not reported #2 Vessel—300 Tons: Not reported #3 Vessel—300 Tons: Not reported Evacs: Not reported Injuries: Not reported Fatals: Not reported Comments: Not reported Description: FELL FROM FORK TRUCK OES Incident Number: 7-0624 OES notification: 02/11/1997 OES Date: Not reported TC5655027.2s Page 113 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TRELLEBORG SEALING SOLUTIONS TUSTIN INC. (Continued) S104573877 OES Time: Not reported Date Completed: Not reported Property Use: Not reported Agency Id Number: Not reported Agency Incident Number: Not reported Time Notified: Not reported Time Completed: Not reported Surrounding Area: Not reported Estimated Temperature: Not reported Property Management: Not reported More Than Two Substances Involved?: Not reported Resp Agncy Personel#Of Decontaminated: Not reported Responding Agency Personel#Of Injuries: Not reported Responding Agency Personel#Of Fatalities: Not reported Others Number Of Decontaminated: Not reported Others Number Of Injuries: Not reported Others Number Of Fatalities: Not reported Vehicle Make/year: Not reported Vehicle License Number: Not reported Vehicle State: Not reported Vehicle Id Number: Not reported CA DOT PUC/ICC Number: Not reported Company Name: Not reported Reporting Officer Name/ID: Not reported Report Date: Not reported Facility Telephone: Not reported Waterway Involved: No Waterway: Not reported Spill Site: Not reported Cleanup By: Reporting Party Containment: Not reported What Happened: Not reported Type: Not reported Measure: Not reported Other: Not reported Date/Time: Not reported Year: 1997 Agency: Fisher Scientific Incident Date: 2/11/199712:00:00 AM Admin Agency: Orange County Emergency Managment Div Amount: Not reported Contained: Yes Site Type: Industrial Plant E Date: Not reported Substance: Agarose Gallons: 0.000000 Grams: 500 Unknown: 0 Substance#2: Not reported Substance#3: Not reported Evacuations: 22 Number of Injuries: 0 Number of Fatalities: 0 #1 Pipeline: Not reported #2 Pipeline: Not reported #3 Pipeline: Not reported #1 Vessel—300 Tons: Not reported TC5655027.2s Page 114 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TRELLEBORG SEALING SOLUTIONS TUSTIN INC. (Continued) S104573877 #2 Vessel—300 Tons: Not reported #3 Vessel—300 Tons: Not reported Evacs: Not reported Injuries: Not reported Fatals: Not reported Comments: Not reported Description: Worker dropped a bottle.22 people evacuated for 5 min. OES Incident Number: 8-4806 OES notification: 10/23/1998 OES Date: Not reported OES Time: Not reported Date Completed: Not reported Property Use: Not reported Agency Id Number: Not reported Agency Incident Number: Not reported Time Notified: Not reported Time Completed: Not reported Surrounding Area: Not reported Estimated Temperature: Not reported Property Management: Not reported More Than Two Substances Involved?: Not reported Resp Agncy Personel#Of Decontaminated: Not reported Responding Agency Personel#Of Injuries: Not reported Responding Agency Personel#Of Fatalities: Not reported Others Number Of Decontaminated: Not reported Others Number Of Injuries: Not reported Others Number Of Fatalities: Not reported Vehicle Make/year: Not reported Vehicle License Number: Not reported Vehicle State: Not reported Vehicle Id Number: Not reported CA DOT PUC/ICC Number: Not reported Company Name: Not reported Reporting Officer Name/ID: Not reported Report Date: Not reported Facility Telephone: Not reported Waterway Involved: No Waterway: Not reported Spill Site: Not reported Cleanup By: Reporting Party Containment: Not reported What Happened: Not reported Type: Not reported Measure: Not reported Other: Not reported Date/Time: Not reported Year: 1998 Agency: Fisher Scirntific Incident Date: 10/23/199812:00:00 AM Admin Agency: Orange County Emergency Managment Div Amount: Not reported Contained: Yes Site Type: Industrial Plant E Date: Not reported Substance: methanol TC5655027.2s Page 115 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TRELLEBORG SEALING SOLUTIONS TUSTIN INC. (Continued) S104573877 Gallons: 0.000000 Unknown: 0 Substance#2: Not reported Substance#3: Not reported Evacuations: 0 Number of Injuries: 0 Number of Fatalities: 0 #1 Pipeline: Not reported #2 Pipeline: Not reported #3 Pipeline: Not reported #1 Vessel—300 Tons: Not reported #2 Vessel—300 Tons: Not reported #3 Vessel—300 Tons: Not reported Evacs: Not reported Injuries: Not reported Fatals: Not reported Comments: Not reported Description: Container dropped by employee HAZN ET: Site Name: TRELLEBORG SEALING SOLUTIONS TUSTIN INC Year: 2017 GEPAID: CAD040524332 Contact: MIKE FARINA Telephone: 7144150259 Mailing Name: Not reported Mailing Address: 2761 WALNUT AVE Mailing City,St,Zip: TUSTIN,CA 927807051 Gen County: Orange TSD EPA ID: CAD044429835 TSD County: Los Angeles Waste Category: Off-specification,aged or surplus organics Disposal Method: Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery (H010-H129)Or(H131-H135) Tons: 0.191 Cat Decode: Off-specification,aged or surplus organics Method Decode: Storage,Bulking,And/Or Transfer Off Site--No TreatmenUReovery (H010-H129)Or(H131-H135) Facility County: Orange Site Name: TRELLEBORG SEALING SOLUTIONS TUSTIN INC Year: 2017 GEPAID: CAD040524332 Contact: MIKE FARINA Telephone: 7144150259 Mailing Name: Not reported Mailing Address: 2761 WALNUT AVE Mailing City,St,Zip: TUSTIN,CA 927807051 Gen County: Orange TSD EPA ID: NMD002208627 TSD County: 99 Waste Category: Laboratory waste chemicals Disposal Method: Storage,Bulking,And/Or Transfer Off Site--No TreatmenUReovery (H010-H129)Or(H131-H135) Tons: 0.082 Cat Decode: Laboratory waste chemicals Method Decode: Storage,Bulking,And/Or Transfer Off Site--No TreatmenUReovery TC5655027.2s Page 116 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TRELLEBORG SEALING SOLUTIONS TUSTIN INC. (Continued) S104573877 (H010-H129)Or(H131-H135) Facility County: Orange Site Name: TRELLEBORG SEALING SOLUTIONS TUSTIN INC Year: 2017 GEPAID: CAD040524332 Contact: MIKE FARINA Telephone: 7144150259 Mailing Name: Not reported Mailing Address: 2761 WALNUT AVE Mailing City,St,Zip: TUSTIN,CA 927807051 Gen County: Orange TSD EPA ID: NMD002208627 TSD County: 99 Waste Category: Other organic solids Disposal Method: Storage,Bulking,And/Or Transfer Off Site--No TreatmenUReovery (H010-H129)Or(H131-H135) Tons: 0.137 Cat Decode: Other organic solids Method Decode: Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery (H010-H129)Or(H131-H135) Facility County: Orange Site Name: TRELLEBORG SEALING SOLUTIONS TUSTIN INC Year: 2017 GEPAID: CAD040524332 Contact: MIKE FARINA Telephone: 7144150259 Mailing Name: Not reported Mailing Address: 2761 WALNUT AVE Mailing City,St,Zip: TUSTIN,CA 927807051 Gen County: Orange TSD EPA ID: NMD002208627 TSD County: 99 Waste Category: Unspecified solvent mixture Disposal Method: Storage,Bulking,And/Or Transfer Off Site--No TreatmenUReovery (H010-H129)Or(H131-H135) Tons: 2.916 Cat Decode: Unspecified solvent mixture Method Decode: Storage,Bulking,And/Or Transfer Off Site--No TreatmenUReovery (H010-H129)Or(H131-H135) Facility County: Orange Site Name: SPECIALITY SILICONE FABRICATORS INC Year: 2016 GEPAID: CAD040524332 Contact: MIKE J FARINA Telephone: 7144150259 Mailing Name: Not reported Mailing Address: 2761 WALNUT AVE Mailing City,St,Zip: TUSTIN,CA 927807051 Gen County: Orange TSD EPA ID: ARD981057870 TSD County: 99 Waste Category: Unspecified organic liquid mixture Disposal Method: Fuel Blending Prior To Energy Recovery At Another Site Tons: 0.4 TC5655027.2s Page 117 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TRELLEBORG SEALING SOLUTIONS TUSTIN INC. (Continued) S104573877 Cat Decode: Not reported Method Decode: Not reported Facility County: Orange dirk this hgpprlink while viewing on your computer to access 61 additional CA_HAZNET:record(s)in the EDR Site Report. CERS TANKS: Site ID: 412363 CERS ID: 10555834 Site Name: TRELLEBORG SEALING SOLUTIONS TUSTIN INC. CERS Description: Chemical Storage Facilities Violations: Site ID: 412363 Site Name: TRELLEBORG SEALING SOLUTIONS TUSTIN INC. Violation Date: 12-04-2015 Citation: HSC 6.95 25508(a)(1)-California Health and Safety Code,Chapter 6.95,Section(s)25508(a)(1) Violation Description: Failure to complete and electronically submit hazardous material inventory information for all reportable hazardous materials on site at or above reportable quantities. Violation Notes: Returned to compliance on 02/11/2016.Businesses who handle or store hazardous materials in quantities equal to or exceeding 55 gallons of liquid,500 pounds of solid,or 200 cubic feet of a gas are required to disclose the materials as part of the Hazardous Materials Disclosure/Business Emergency Plan.Revise the chemical inventory submitted in the E-Submit Portal to include those materials listed above. Violation Division: Orange County Environmental Health Violation Program: HMRRP Violation Source: CERS Site ID: 412363 Site Name: TRELLEBORG SEALING SOLUTIONS TUSTIN INC. Violation Date: 12-04-2015 Citation: HSC 6.95 25505(a)(4)-California Health and Safety Code,Chapter 6.95,Section(s)25505(a)(4) Violation Description: Failure to provide initial and annual training to all employees in safety procedures in the event of a release or threatened release of a hazardous material or failure to document and maintain training records for a minimum of three years. Violation Notes: Returned to compliance on 01/04/2016.Submit a current signature log for the annual hazardous materials/BEP employee training to this agency. Violation Division: Orange County Environmental Health Violation Program: HMRRP Violation Source: CERS Evaluation: Eval General Type: Other/Unknown Eval Date: 01-11-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Review portal for updates from contact.Not finding the revisions made by contact.Trying to determine problem. Eval Division: Orange County Environmental Health TC5655027.2s Page 118 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TRELLEBORG SEALING SOLUTIONS TUSTIN INC. (Continued) S104573877 Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 01-13-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Your HMBEP has been declined,please revise and resubmit within 30 days. For all the chemicals in your inventory,for your average daily amount,it should reflect how much you have on site during an average day.For your maximum daily amount it is the maximum amount of the chemical that you can have on site.So your maximum daily amount should be at least as much as your largest container.For your chemicals?Argon?and?Nitrogen?please completely remove this chemical from your HMBEP because for these inert gases disclosure threshold is 1000 cubic feet and your gases fall under this. Revise site map into a file type that can be viewed.The.img format is not viewable.Try scanning into a.pdf format. If you have any questions please contact me at anesbit@ochca.com or 714-640-4249.Thank you Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 10-23-2013 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous waste inspection.Consent to enter and inspect granted by Roger Francis.Observed the shop area,waste storage area,perimeter of facility and trash container.Drums of wastes are covered and labeled.Wastes include solids contaminated with hormones and antibiotics,liquid acetone/xylene/IPA,and universal wastes.Manifests for waste disposal are available for review.Discussed the emergency response plan for the facility. Verified the owner as Specialty Silicone Fabricators Inc. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 12-01-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed hazmat disclosure submittal in ESubmit.Declined.One of your Chemical Information pages states xylene waste with a CAS#67-56-1. Remove this CAS number from this section. Revise the Chemical Identification page for Xylenes Dispersion Mixture:It appears that this disclosure is a material,not a waste.Therefore,remove the Annual Waste Amount volume and State Waste Code.Add the mixture list of chemicals with CAS numbers and percentages. Revise site map into a file type that can be viewed.The.img format is not viewable.Try scanning into a.pdf format. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown TC5655027.2s Page 119 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TRELLEBORG SEALING SOLUTIONS TUSTIN INC. (Continued) S104573877 Eval Date: 01-08-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: This agency received the 2015 employee training log for Hazard Communication Introduction to Globally Harmonized System.Violation 1239 abated.Outstanding violation:1169-Revise the chemical inventory submitted in the E-Submit Portal to include those chemicals observed during the inspection by this agency. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 07-07-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Facility has complied with 2016 HMBEP reporting requirement.Reviewed HMBEP submittal on E-submit.Package was declined and an email sent to the facility contact.The following corrections are needed:CHEMICAL INVENTORY Propane?change fire code hazard class to flammable liquefied gas//change physical state to liquid and report all amounts in gallons Xylenes?change chemical and common name to Waste solvent Xylenes Dispersion mixture?you have completed the State waste code and Annual Waste Amount fields,if this is a waste then change the hazardous materials type to waste. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 12-04-2015 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous waste inspection.Consent to enter and inspect granted by Mike Farina.Observed the shop areas,waste storage areas,perimeter of facility and trash container.Drums of wastes are covered and labeled.Wastes include acetone/IPA/Xylene,solids contaminated with Levonorgestrel,and rinse water with trace glutaraldehyde.Manifests for waste disposal are available for review. The Business Emergency Plan is available on site.Verified the owner as Specialty Silicone Fabricators Inc. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 07-11-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed HMBEP submittal on E-submit.Facility has disclosed 3 chemicals(2 waste).All forms were accepted. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 11-05-2018 TC5655027.2s Page 120 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TRELLEBORG SEALING SOLUTIONS TUSTIN INC. (Continued) S104573877 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine inspection. Facility inspection conducted with Mike Farina.The following hazardous materials were observed on site: -Two 7-gallon propane cylinders for forklift-One 55 gallon drum of mixed solvent waste Verified that the 499 gallon propane tank has been removed.Review the BEP and site map from CERS.Annual HMBEP training is current.No violations observed today."Reminder:Please re-certify your HMBEP on or before March 1 at www.cers.calepa.ca.gov Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 01-05-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Review for violation status, HM training records submitted,and status of E-submit disclosure. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 02-18-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: This agency received and reviewed the Certificate of Return to Compliance for the violations issued on 12/4/15.All violations corrected.No outstanding violations. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 10-25-2013 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: HW technical/file review. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 11-05-2018 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous waste inspection. Facility inspection conducted with Mike Farina.Observed the shop areas,waste storage area,perimeter of facility and trash container.Containers of wastes are covered and labeled.Wastes include flammable acetone/IPA liquid, and universal waste bulbs,batteries,and e-wastes.Manifests for waste disposal are available for review.Manifests are maintained for at least 3 years. Emergency response and contact information is on site and available for review.Verified the owner as Trelleborg Corporation. Eval Division: Orange County Environmental Health TC5655027.2s Page 121 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TRELLEBORG SEALING SOLUTIONS TUSTIN INC. (Continued) S104573877 Eval Program: HW Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 12-15-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Update site info and waste streams. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 12-04-2015 Violations Found: Yes Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous materials inspection.Consent to enter and inspect granted by Mike Farina.Observed the hazardous materials storage areas.The following qualifying hazardous materials were observed today:4-55 gallon drums of new silicone 2 forklift propane tanks 4-55 gallon drums of waste acetone/IPA/xylene 418 cubic feet argon compressed gas 536 cubic feet nitrogen compressed gas 500 pounds solids contaminated with Levonorgestrel Correct the violations within 30 days.Complete the attached CRC and return to this agency. . Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Coordinates: Site ID: 412363 Facility Name: TRELLEBORG SEALING SOLUTIONS TUSTIN INC. Env Int Type Code: HMBP Program ID: 10555834 Coord Name: Not reported Ref Point Type Desc: Center of a facility or station. Latitude: 33.714830 Longitude: -117.805130 Affiliation: Affiliation Type Desc: CUPA District Entity Name: Orange County Env Health Entity Title: Not reported Affiliation Address: 1241 East Dyer RoadSuite 120 Affiliation City: Santa Ana Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92705-5611 Affiliation Phone: (714)433-6000 Affiliation Type Desc: Identification Signer Entity Name: Mike Farina Entity Title: Facilities Manager Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported TC5655027.2s Page 122 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TRELLEBORG SEALING SOLUTIONS TUSTIN INC. (Continued) S104573877 Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Legal Owner Entity Name: TRELLEBORG CORPORATION Entity Title: Not reported Affiliation Address: 200 VETERANS BLVD Affiliation City: SOUTH HAVEN Affiliation State: MI Affiliation Country: United States Affiliation Zip: 49090 Affiliation Phone: (269)639-4200 Affiliation Type Desc: Operator Entity Name: TRELLEBORG SEALING SOLUTIONS TUSTIN INC Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: (714)836-4474 Affiliation Type Desc: Document Preparer Entity Name: Mike Farina Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Environmental Contact Entity Name: Mike Farina Entity Title: Not reported Affiliation Address: 2761 Walnut Ave Affiliation City: Tustin Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92780 Affiliation Phone: Not reported Affiliation Type Desc: Facility Mailing Address Entity Name: Mailing Address Entity Title: Not reported Affiliation Address: 2761 WALNUT AVE Affiliation City: TUSTIN Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92780 Affiliation Phone: Not reported Affiliation Type Desc: Parent Corporation Entity Name: SPECIALITY SILICONE FABRICATORS Entity Title: Not reported Affiliation Address: Not reported TC5655027.2s Page 123 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TRELLEBORG SEALING SOLUTIONS TUSTIN INC. (Continued) S104573877 Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Property Owner Entity Name: TRELLEBORG CORPORATION Entity Title: Not reported Affiliation Address: 200 VETERANS BLVD Affiliation City: SOUTH HAVEN Affiliation State: MI Affiliation Country: United States Affiliation Zip: 49090 Affiliation Phone: (269)639-4200 D26 RCRA-LQG 1007198820 SSW 2761 WALNUT AVE CAD040524332 <1/8 TUSTIN,CA 92680 0.047 mi. 250 ft. Site 2 of 2 in cluster D Relative: RCRA-LQG: Lower Date form received by agency:03/10/1994 Actual: Facility name: Not reported 65 ft. Facility address: 2761 WALNUT AVE TUSTIN,CA 92680-0000 EPA ID: CAD040524332 Contact: RICHARD J LYDEN Contact address: Not reported Not reported Contact country: US Contact telephone: 714-669-4600 Telephone ext.: 4607 Contact email: Not reported EPA Region: Not reported Classification: Large Quantity Generator Description: Handler:generates 1,000 kg or more of hazardous waste during any calendar month;or generates more than 1 kg of acutely hazardous waste during any calendar month;or generates more than 100 kg of any residue or contaminated soil,waste or other debris resulting from the cleanup of a spill,into or on any land or water,of acutely hazardous waste during any calendar month;or generates 1 kg or less of acutely hazardous waste during any calendar month,and accumulates more than 1 kg of acutely hazardous waste at any time;or generates 100 kg or less of any residue or contaminated soil,waste or other debris resulting from the cleanup of a spill,into or on any land or water,of acutely hazardous waste during any calendar month,and accumulates more than 100 kg of that material at any time Handler Activities Summary: U.S.importer of hazardous waste: No Mixed waste(haz.and radioactive): No Recycler of hazardous waste: No Transporter of hazardous waste: No Treater,storer or disposer of HW: No TC5655027.2s Page 124 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number (Continued) 1007198820 Underground injection activity: No On-site burner exemption: No Furnace exemption: No Used oil fuel burner: No Used oil processor: No User oil refiner: No Used oil fuel marketer to burner: No Used oil Specification marketer: No Used oil transfer facility: No Used oil transporter: No Historical Generators: Date form received by agency:03/13/1992 Site name: FISHER SCIENTIFIC Classification: Large Quantity Generator Date form received by agency:04/13/1990 Site name: FISHER SCIENTIFIC Classification: Large Quantity Generator Violation Status: No violations found 27 WOODBRIDGE GLASS INC CERS HAZ WASTE S113772323 NE 14321 MYFORD RD HAZNET N/A <1/8 TUSTIN,CA 92780 CERS 0.084 mi. 446 ft. Relative: CERS HAZ WASTE: Higher Site ID: 433740 Actual: CERS ID: 10555018 70 ft. CERS Description: Hazardous Waste Generator Violations: Site ID: 433740 Site Name: WERNER SYSTEMS Violation Date: 11-23-2015 Citation: 22 CCR 12 66262.12-California Code of Regulations,Title 22,Chapter 12,Section(s)66262.12 Violation Description: Failure to obtain and/or maintain an Active EPA ID. Violation Notes: Returned to compliance on 07/03/2017.OBSERVATION:This facility?s EPA ID number is inactive.A hazardous waste generator shall not treat, store,dispose of,transport or offer for transportation,hazardous waste without an EPA ID number.CORRECTIVE ACTION: Immediately contact DTSC and reactivate your EPA ID number and submit evidence to the cupa within 30 days. Violation Division: Orange County Environmental Health Violation Program: HW Violation Source: CERS Site ID: 433740 Site Name: WERNER SYSTEMS Violation Date: 09-19-2013 Citation: 22 CCR 12 66262.34(d)-California Code of Regulations,Title 22, Chapter 12,Section(s)66262.34(d) Violation Description: Failure to dispose of hazardous waste within 180 days(or 270 if waste is transported over 200 miles)for the generator who generates less than 1000 kilogram per month,but more than 100 kilograms per month. Violation Notes: Returned to compliance on 10/15/2013.DTSC records indicate that TC5655027.2s Page 125 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WOODBRIDGE GLASS INC (Continued) S113772323 hazardous waste has not been removed from this site since February 2012.Based on the amount of waste generated at this facility per Jeff and Ricardo,hazardous waste should be removed every 180 days(270 days if transported more than 200 miles).Several full 55 gallon drums of waste were observed on site today. Have the current waste removed by a registered hazardous waste hauler. Violation Division: Orange County Environmental Health Violation Program: HW Violation Source: CERS Site ID: 433740 Site Name: WERNER SYSTEMS Violation Date: 11-23-2015 Citation: 22 CCR 12 66262.34(f)-California Code of Regulations,Title 22, Chapter 12,Section(s)66262.34(f) Violation Description: Failure to properly label hazardous waste accumulation containers with the following requirements:"Hazardous Waste",name and address of the generator,physical and chemical characteristics of the Hazardous Waste,and starting accumulation date. Violation Notes: Returned to compliance on 07/03/2017.The drums of hydraulic oil, motor oil,and rust inhibitor were not properly labeled.Label each drum as soon as waste is added. Violation Division: Orange County Environmental Health Violation Program: HW Violation Source: CERS Site ID: 433740 Site Name: WERNER SYSTEMS Violation Date: 09-27-2018 Citation: HSC 6.95 25505(a)(4)-California Health and Safety Code,Chapter 6.95,Section(s)25505(a)(4) Violation Description: Failure to provide initial and annual training to all employees in safety procedures in the event of a release or threatened release of a hazardous material or failure to document and maintain training records for a minimum of three years. Violation Notes: Complete the annual Hazardous Materials Business Plan and Emergency Response training for all applicable employees.Submit a copy of the employee signature log to this agency. Violation Division: Orange County Environmental Health Violation Program: HMRRP Violation Source: CERS Site ID: 433740 Site Name: WERNER SYSTEMS Violation Date: 11-23-2015 Citation: HSC 6.95 25508(a)(1)-California Health and Safety Code,Chapter 6.95,Section(s)25508(a)(1) Violation Description: Failure to complete and electronically submit hazardous material inventory information for all reportable hazardous materials on site at or above reportable quantities. Violation Notes: Returned to compliance on 05/12/2016. Revise the hazardous materials inventory in the E-Submit portal to include the chemicals listed below.Correct the violation within 30 days. Violation Division: Orange County Environmental Health Violation Program: HMRRP Violation Source: CERS TC5655027.2s Page 126 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WOODBRIDGE GLASS INC (Continued) S113772323 Site ID: 433740 Site Name: WERNER SYSTEMS Violation Date: 09-19-2013 Citation: 22 CCR 12 66262.34(f)-California Code of Regulations,Title 22, Chapter 12,Section(s)66262.34(f) Violation Description: Failure to properly label hazardous waste accumulation containers with the following requirements:"Hazardous Waste",name and address of the generator,physical and chemical characteristics of the Hazardous Waste,and starting accumulation date. Violation Notes: Returned to compliance on 10/15/2013.Drums of oil/coolant and washout waste are not properly labeled.Label each drum of hazardous waste with the required details as soon as waste is put into the drum. Violation Division: Orange County Environmental Health Violation Program: HW Violation Source: CERS Site ID: 433740 Site Name: WERNER SYSTEMS Violation Date: 11-23-2015 Citation: 22 CCR 12 66262.34(d)-California Code of Regulations,Title 22, Chapter 12,Section(s)66262.34(d) Violation Description: Failure to dispose of hazardous waste within 180 days(or 270 if waste is transported over 200 miles)for the generator who generates less than 1000 kilogram per month,but more than 100 kilograms per month. Violation Notes: Returned to compliance on 07/03/2017.OBSERVATION:Hazardous waste is being stored beyond the allowed accumulation time for a small quantity generator(SQG). Facilities who generate less than 1000 kg of hazardous waste per month and do not exceed 6000 kg of waste stored on site at any time may store waste on site up to 180 days.CORRECTIVE ACTION:Immediately contact a licensed hazardous waste hauler to dispose of this waste under manifest and submit a copy of the manifest to the CUPA within 30 days. Violation Division: Orange County Environmental Health Violation Program: HW Violation Source: CERS Evaluation: Eval General Type: Compliance Evaluation Inspection Eval Date: 09-19-2013 Violations Found: Yes Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous waste inspection.Consent to enter and inspect granted by Ricardo Vargas and Jeff Schleis.Observed the shop area,waste storage area,perimeter of facility and trash container. Drums of wastes are covered and appear in good condition.Wastes include oil/coolant,and washout waste with pine sol and waterproofing material.The person who keeps the hazardous waste manifests is not available today.Submit copies of manifests to this agency for the past 12 months.Complete the emergency response label and post in the facility.Verified the owner as Woodbridge Glass Werner Systems. Correct the violations within 30 days.Complete the attached CRC and return to this agency. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Other/Unknown TC5655027.2s Page 127 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WOODBRIDGE GLASS INC (Continued) S113772323 Eval Date: 05-12-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Review manifests,update waste streams. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 05-12-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: This agency received and reviewed the Certificate of Return to Compliance for the violations issued on 11/25/15.All violations abated.No outstanding violations. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 07-11-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Read/review pre 2015 HMBEP submission.Accepted pending review of the more recent submission. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 07-11-2018 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: During an inspection conducted by this agency on 11/23/15 the following qualifying reportable hazardous materials were observed:4? 55 gallon drums waste hydraulic oil 4?55 gallon drums waste silicone base liquid 5?55 gallon drums waste tramp oil/coolant 1 ?55 gallon drum waste motor oil 1 ?50 gallon drum waste rust inhibitor 8?55 gallon drums glazing sealant base 1 ?50 gallon drum catalyst(mixes with glazing sealant)2?55 gallon drums alcohol 1 ?55 gallon drum mist cutting coolant These materials must be reported.Check the 'Hazardous Materials'box on the Business Activities form and complete the Chemical Inventory forms,Business Emergency Plan template,and upload a site map with the required details.Correct the violations within 30 days.Log into the CERS portal to complete the electronic submittal.https://cers.calepa.ca.gov/ Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 11-18-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: HMBEP declined due to inaccurate general info,chemical inventory,and site plan. Eval Division: Orange County Environmental Health TC5655027.2s Page 128 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WOODBRIDGE GLASS INC (Continued) S113772323 Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 12-06-2018 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: This agency received the employee Hazardous Communication training signature log dated 8/17/18 to fulfill the annual HMBEP training requirement.Be sure to conduct training at least once a year and keep training log records for review by this agency.Violation 1239 corrected.No outstanding violations. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 09-26-2018 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous waste inspection.Observed the shop area,waste storage area,perimeter of facility and trash container. Containers of wastes are covered and labeled.Wastes include silicone based liquid,water-soluble coolant with oil,and machine sump oils. Manifests for waste disposal are available for review.Emergency response and contact information is on site and available for review. Verified the owner as Woodbridge Glass Werner Systems. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 10-08-2014 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Check HM record in portal for inspection.Print chemical disclosure forms. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 10-20-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Read/review 2015 HMBEP. Rejected:1)The 2 compressed gases (argon/CO2)should have the"above ambient'box checked for the storage pressure,no"ambient'.2)The sealant/primer is below reportable quantities(55 gallons)and should be removed from the chemical inventory list.Please make these changes and re submit for re evaluation. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 10-24-2013 TC5655027.2s Page 129 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WOODBRIDGE GLASS INC (Continued) S113772323 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: This agency received and reviewed the certificate of return to compliance and hazardous waste manifests dated 10/15/13 and 2/7/12. Violations W013 and W009 abated.No outstanding violations. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 11-23-2015 Violations Found: Yes Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous waste inspection.Consent to enter and inspect granted by Jeff Schleis.Observed the shop area,waste storage area,perimeter of facility and trash container.Wastes include hydraulic oil,silicone base liquid,tramp oil/coolant,motor oil, rags,rust inhibitor,and parts washer.Manifests for waste disposal are available for review.Emergency response information is available on site.Verified the owner as Woodbridge Glass Werner Systems. Correct the violations within 30 days.Complete the attached CRC and return to this agency. . Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 09-26-2018 Violations Found: Yes Eval Type: Routine done by local agency Eval Notes: On site for a routine inspection.Observed the following hazardous materials that meet or exceed reporting threshold quantities:- Propane gas-Argon gas-Oxygen gas-Compressed air-Nitrogen gas- 0O2 gas-Acetylene gas-Isopropyl alcohol in drum-Dow 983 Glazing Sealant in drum-Cutting coolant contained in 7 CNC machines- Tri-Cool cutting fluid in drum-Waste mixed oils-Waste oil/water mix-Waste silicone compound Minimum threshold reporting quantities are as follows:-Liquids:55 gallons-Compressed gases:200 cubic feet for oxygen,propane,acetylene.1000 cubic feet for CO2, nitrogen,compressed air,argon,-Solids:500 pounds Report the above materials on the CERS website at https://cers.calepa.ca.gov. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 11-30-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Your HMBEP has been declined,please revise and resubmit within 30 days.The EPA ID#is incorrect.The number that we have on file is CAL000378643.Please verify this and list the corrected number. For all the chemicals in your inventory your average daily amount,it should reflect how much you have on site during an average day,so if you keep your container half full your average daily amount would be 150 gallons. For your maximum daily amount it is the maximum amount of the chemical that you can have on site.So your maximum daily amount TC5655027.2s Page 130 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WOODBRIDGE GLASS INC (Continued) S113772323 should be at least as much as your largest container.Please change your days on site to 365.For your chemical?Acetylene gas?please add the CAS#74-86-2.For your chemical?Argon?please change the CAS#to 7440-37-1.For your chemical?Isopropyl alcohol?please add the CAS# 67-63-0.For your chemical?Argon CO2 Helium?please remove the main CAS#and add the mixture components with their CAS#and percent weight.[Truncated] Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 12-24-2013 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: HM technical/regulation review. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 05-12-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Review HM submittal in e-submit and accept. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 10-16-2018 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: This agency confirmed the Hazardous Materials Inventory and Emergency Response and Training Plans have been completed on the CERS portal but not yet reviewed by this agency.Violations 1169 and 1292 abated. Outstanding violation: 1239-This agency has not received documentation to confirm that the employees have received the required annual Hazardous Materials and Emergency Response training.Submit a current signature log to this agency. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 11-23-2015 Violations Found: Yes Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous materials inspection.Consent to enter and inspect granted by Jeff Schleis.Observed the hazardous materials storage areas.The following qualifying hazardous materials were observed today:4?55 gallon drums waste hydraulic oil 4?55 gallon drums waste silicone base liquid 5?55 gallon drums waste tramp oil/coolant 1 ?55 gallon drum waste motor oil 1 ?50 gallon drum waste rust inhibitor 8?55 gallon drums glazing sealant base 1 ?50 gallon drum catalyst(mixes with glazing sealant)2?55 gallon drums alcohol 1 ?55 gallon drum mist cutting coolant Chapter 6.95 of TC5655027.2s Page 131 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WOODBRIDGE GLASS INC (Continued) S113772323 Division 20 of the California Health and Safety Code(H&SC)and Section 11022 of Title 42 of the United States Code contain the minimum requirements for hazardous material inventory reporting and data management.These regulations require businesses within this jurisdiction to complete a chemical inventory form to disclose hazardous materials stored,used,or[Truncated] Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Affiliation: Affiliation Type Desc: Document Preparer Entity Name: Marjorie Palmer Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Identification Signer Entity Name: Marjorie Palmer Entity Title: Human Resources Manager Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Operator Entity Name: Josh Traer Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: (714)380-0133 Affiliation Type Desc: Parent Corporation Entity Name: WERNER SYSTEMS Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Property Owner Entity Name: Siciliani Trust Entity Title: Not reported Affiliation Address: 14321 Myford Rd. Affiliation City: Tustin Affiliation State: CA TC5655027.2s Page 132 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WOODBRIDGE GLASS INC (Continued) S113772323 Affiliation Country: United States Affiliation Zip: 92780 Affiliation Phone: (714)838-4444 Affiliation Type Desc: CUPA District Entity Name: Orange County Env Health Entity Title: Not reported Affiliation Address: 1241 East Dyer RoadSuite 120 Affiliation City: Santa Ana Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92705-5611 Affiliation Phone: (714)433-6000 Affiliation Type Desc: Environmental Contact Entity Name: Josh Traer Entity Title: Not reported Affiliation Address: 14321 Myford Rd. Affiliation City: Tustin Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92780 Affiliation Phone: Not reported Affiliation Type Desc: Facility Mailing Address Entity Name: Mailing Address Entity Title: Not reported Affiliation Address: 14321 Myford Affiliation City: Tustin Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92780 Affiliation Phone: Not reported Affiliation Type Desc: Legal Owner Entity Name: Virginia Siciliani Entity Title: Not reported Affiliation Address: 14321 Myford Rd. Affiliation City: Tustin Affiliation State: CA Affiliation Country: United States Affiliation Zip: 92780 Affiliation Phone: (714)838-4444 HAZN ET: Site Name: WOODBRIDGE GLASS INC Year: 2012 GEPAID: CAC002684439 Contact: TRENT ZINN Telephone: 714 83 84444 Mailing Name: Not reported Mailing Address: 14321 MYFORD RD Mailing City,St,Zip: TUSTIN,CA 927807022 Gen County: Orange TSD EPA ID: AZR000501510 TSD County: 99 TC5655027.2s Page 133 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WOODBRIDGE GLASS INC (Continued) S113772323 Waste Category: Not reported Disposal Method: Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery (H010-H129)Or(H131-H135) Tons: 0.125 Cat Decode: Not reported Method Decode: Not reported Facility County: Orange Site Name: WOODBRIDGE GLASS INC Year: 2012 GEPAID: CAC002684439 Contact: TRENT ZINN Telephone: 714 83 84444 Mailing Name: Not reported Mailing Address: 14321 MYFORD RD Mailing City,St,Zip: TUSTIN,CA 927807022 Gen County: Orange TSD EPA ID: CAD981696420 TSD County: Los Angeles Waste Category: Not reported Disposal Method: Storage,Bulking,And/Or Transfer Off Site--No TreatmenUReovery (H010-H129)Or(H131-H135) Tons: 0.17 Cat Decode: Not reported Method Decode: Not reported Facility County: Orange Site Name: WOODBRIDGE GLASS INC Year: 2012 GEPAID: CAC002684439 Contact: TRENT ZINN Telephone: 714 83 84444 Mailing Name: Not reported Mailing Address: 14321 MYFORD RD Mailing City,St,Zip: TUSTIN,CA 927807022 Gen County: Orange TSD EPA ID: AZR000501510 TSD County: 99 Waste Category: Not reported Disposal Method: Storage,Bulking,And/Or Transfer Off Site--No TreatmenUReovery (H010-H129)Or(H131-H135) Tons: 0.125 Cat Decode: Not reported Method Decode: Not reported Facility County: Orange Site Name: WOODBRIDGE GLASS INC Year: 2012 GEPAID: CAC002684439 Contact: TRENT ZINN Telephone: 714 83 84444 Mailing Name: Not reported Mailing Address: 14321 MYFORD RD Mailing City,St,Zip: TUSTIN,CA 927807022 Gen County: Orange TSD EPA ID: AZR000501510 TSD County: 99 TC5655027.2s Page 134 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WOODBRIDGE GLASS INC (Continued) S113772323 Waste Category: Not reported Disposal Method: Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery (H010-H129)Or(H131-H135) Tons: 2.751 Cat Decode: Not reported Method Decode: Not reported Facility County: Orange Site Name: WOODBRIDGE GLASS INC Year: 2012 GEPAID: CAC002684439 Contact: TRENT ZINN Telephone: 714 83 84444 Mailing Name: Not reported Mailing Address: 14321 MYFORD RD Mailing City,St,Zip: TUSTIN,CA 927807022 Gen County: Orange TSD EPA ID: AZR000501510 TSD County: 99 Waste Category: Not reported Disposal Method: Not reported Tons: 0.3 Cat Decode: Not reported Method Decode: Not reported Facility County: Orange dirk this hgpprlink while viewing on your computer to access additional CA_HAZNET:detail in the EDR Site Report. CERS TANKS: Site ID: 433740 CERS ID: 10555018 Site Name: WERNER SYSTEMS CERS Description: Chemical Storage Facilities Violations: Site ID: 433740 Site Name: WERNER SYSTEMS Violation Date: 11-23-2015 Citation: 22 CCR 12 66262.12-California Code of Regulations,Title 22,Chapter 12,Section(s)66262.12 Violation Description: Failure to obtain and/or maintain an Active EPA ID. Violation Notes: Returned to compliance on 07/03/2017.OBSERVATION:This facility?s EPA ID number is inactive.A hazardous waste generator shall not treat, store,dispose of,transport or offer for transportation,hazardous waste without an EPA ID number.CORRECTIVE ACTION: Immediately contact DTSC and reactivate your EPA ID number and submit evidence to the cupa within 30 days. Violation Division: Orange County Environmental Health Violation Program: HW Violation Source: CERS Site ID: 433740 Site Name: WERNER SYSTEMS Violation Date: 09-19-2013 Citation: 22 CCR 12 66262.34(d)-California Code of Regulations,Title 22, Chapter 12,Section(s)66262.34(d) TC5655027.2s Page 135 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WOODBRIDGE GLASS INC (Continued) S113772323 Violation Description: Failure to dispose of hazardous waste within 180 days(or 270 if waste is transported over 200 miles)for the generator who generates less than 1000 kilogram per month,but more than 100 kilograms per month. Violation Notes: Returned to compliance on 10/15/2013.DTSC records indicate that hazardous waste has not been removed from this site since February 2012.Based on the amount of waste generated at this facility per Jeff and Ricardo,hazardous waste should be removed every 180 days(270 days if transported more than 200 miles).Several full 55 gallon drums of waste were observed on site today. Have the current waste removed by a registered hazardous waste hauler. Violation Division: Orange County Environmental Health Violation Program: HW Violation Source: CERS Site ID: 433740 Site Name: WERNER SYSTEMS Violation Date: 11-23-2015 Citation: 22 CCR 12 66262.34(f)-California Code of Regulations,Title 22, Chapter 12,Section(s)66262.34(f) Violation Description: Failure to properly label hazardous waste accumulation containers with the following requirements:"Hazardous Waste",name and address of the generator,physical and chemical characteristics of the Hazardous Waste,and starting accumulation date. Violation Notes: Returned to compliance on 07/03/2017.The drums of hydraulic oil, motor oil,and rust inhibitor were not properly labeled.Label each drum as soon as waste is added. Violation Division: Orange County Environmental Health Violation Program: HW Violation Source: CERS Site ID: 433740 Site Name: WERNER SYSTEMS Violation Date: 09-27-2018 Citation: HSC 6.95 25505(a)(4)-California Health and Safety Code,Chapter 6.95,Section(s)25505(a)(4) Violation Description: Failure to provide initial and annual training to all employees in safety procedures in the event of a release or threatened release of a hazardous material or failure to document and maintain training records for a minimum of three years. Violation Notes: Complete the annual Hazardous Materials Business Plan and Emergency Response training for all applicable employees.Submit a copy of the employee signature log to this agency. Violation Division: Orange County Environmental Health Violation Program: HMRRP Violation Source: CERS Site ID: 433740 Site Name: WERNER SYSTEMS Violation Date: 11-23-2015 Citation: HSC 6.95 25508(a)(1)-California Health and Safety Code,Chapter 6.95,Section(s)25508(a)(1) Violation Description: Failure to complete and electronically submit hazardous material inventory information for all reportable hazardous materials on site at or above reportable quantities. Violation Notes: Returned to compliance on 05/12/2016. Revise the hazardous materials inventory in the E-Submit portal to include the chemicals listed below.Correct the violation within 30 days. TC5655027.2s Page 136 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WOODBRIDGE GLASS INC (Continued) S113772323 Violation Division: Orange County Environmental Health Violation Program: HMRRP Violation Source: CERS Site ID: 433740 Site Name: WERNER SYSTEMS Violation Date: 09-19-2013 Citation: 22 CCR 12 66262.34(f)-California Code of Regulations,Title 22, Chapter 12,Section(s)66262.34(f) Violation Description: Failure to properly label hazardous waste accumulation containers with the following requirements:"Hazardous Waste",name and address of the generator,physical and chemical characteristics of the Hazardous Waste,and starting accumulation date. Violation Notes: Returned to compliance on 10/15/2013.Drums of oil/coolant and washout waste are not properly labeled.Label each drum of hazardous waste with the required details as soon as waste is put into the drum. Violation Division: Orange County Environmental Health Violation Program: HW Violation Source: CERS Site ID: 433740 Site Name: WERNER SYSTEMS Violation Date: 11-23-2015 Citation: 22 CCR 12 66262.34(d)-California Code of Regulations,Title 22, Chapter 12,Section(s)66262.34(d) Violation Description: Failure to dispose of hazardous waste within 180 days(or 270 if waste is transported over 200 miles)for the generator who generates less than 1000 kilogram per month,but more than 100 kilograms per month. Violation Notes: Returned to compliance on 07/03/2017.OBSERVATION:Hazardous waste is being stored beyond the allowed accumulation time for a small quantity generator(SQG). Facilities who generate less than 1000 kg of hazardous waste per month and do not exceed 6000 kg of waste stored on site at any time may store waste on site up to 180 days.CORRECTIVE ACTION:Immediately contact a licensed hazardous waste hauler to dispose of this waste under manifest and submit a copy of the manifest to the CUPA within 30 days. Violation Division: Orange County Environmental Health Violation Program: HW Violation Source: CERS Evaluation: Eval General Type: Compliance Evaluation Inspection Eval Date: 09-19-2013 Violations Found: Yes Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous waste inspection.Consent to enter and inspect granted by Ricardo Vargas and Jeff Schleis.Observed the shop area,waste storage area,perimeter of facility and trash container. Drums of wastes are covered and appear in good condition.Wastes include oil/coolant,and washout waste with pine sol and waterproofing material.The person who keeps the hazardous waste manifests is not available today.Submit copies of manifests to this agency for the past 12 months.Complete the emergency response label and post in the facility.Verified the owner as Woodbridge Glass Werner Systems. Correct the violations within 30 days.Complete the attached CRC and return to this agency. Eval Division: Orange County Environmental Health TC5655027.2s Page 137 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WOODBRIDGE GLASS INC (Continued) S113772323 Eval Program: HW Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 05-12-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Review manifests,update waste streams. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 05-12-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: This agency received and reviewed the Certificate of Return to Compliance for the violations issued on 11/25/15.All violations abated.No outstanding violations. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 07-11-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Read/review pre 2015 HMBEP submission.Accepted pending review of the more recent submission. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 07-11-2018 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: During an inspection conducted by this agency on 11/23/15 the following qualifying reportable hazardous materials were observed:4? 55 gallon drums waste hydraulic oil 4?55 gallon drums waste silicone base liquid 5?55 gallon drums waste tramp oil/coolant 1 ?55 gallon drum waste motor oil 1 ?50 gallon drum waste rust inhibitor 8?55 gallon drums glazing sealant base 1 ?50 gallon drum catalyst(mixes with glazing sealant)2?55 gallon drums alcohol 1 ?55 gallon drum mist cutting coolant These materials must be reported.Check the 'Hazardous Materials'box on the Business Activities form and complete the Chemical Inventory forms,Business Emergency Plan template,and upload a site map with the required details.Correct the violations within 30 days.Log into the CERS portal to complete the electronic submittal.https://cers.calepa.ca.gov/ Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 11-18-2015 Violations Found: No TC5655027.2s Page 138 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WOODBRIDGE GLASS INC (Continued) S113772323 Eval Type: Other,not routine,done by local agency Eval Notes: HMBEP declined due to inaccurate general info,chemical inventory,and site plan. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 12-06-2018 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: This agency received the employee Hazardous Communication training signature log dated 8/17/18 to fulfill the annual HMBEP training requirement.Be sure to conduct training at least once a year and keep training log records for review by this agency.Violation 1239 corrected.No outstanding violations. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 09-26-2018 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous waste inspection.Observed the shop area,waste storage area,perimeter of facility and trash container. Containers of wastes are covered and labeled.Wastes include silicone based liquid,water-soluble coolant with oil,and machine sump oils. Manifests for waste disposal are available for review.Emergency response and contact information is on site and available for review. Verified the owner as Woodbridge Glass Werner Systems. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 10-08-2014 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Check HM record in portal for inspection.Print chemical disclosure forms. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 10-20-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Read/review 2015 HMBEP. Rejected:1)The 2 compressed gases (argon/CO2)should have the"above ambient'box checked for the storage pressure,no"ambient'.2)The sealant/primer is below reportable quantities(55 gallons)and should be removed from the chemical inventory list.Please make these changes and re submit for re evaluation. Eval Division: Orange County Environmental Health Eval Program: HMRRP TC5655027.2s Page 139 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WOODBRIDGE GLASS INC (Continued) S113772323 Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 10-24-2013 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: This agency received and reviewed the certificate of return to compliance and hazardous waste manifests dated 10/15/13 and 2/7/12. Violations W013 and W009 abated.No outstanding violations. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 11-23-2015 Violations Found: Yes Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous waste inspection.Consent to enter and inspect granted by Jeff Schleis.Observed the shop area,waste storage area,perimeter of facility and trash container.Wastes include hydraulic oil,silicone base liquid,tramp oil/coolant,motor oil, rags,rust inhibitor,and parts washer.Manifests for waste disposal are available for review.Emergency response information is available on site.Verified the owner as Woodbridge Glass Werner Systems. Correct the violations within 30 days.Complete the attached CRC and return to this agency. . Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 09-26-2018 Violations Found: Yes Eval Type: Routine done by local agency Eval Notes: On site for a routine inspection.Observed the following hazardous materials that meet or exceed reporting threshold quantities:- Propane gas-Argon gas-Oxygen gas-Compressed air-Nitrogen gas- 0O2 gas-Acetylene gas-Isopropyl alcohol in drum-Dow 983 Glazing Sealant in drum-Cutting coolant contained in 7 CNC machines- Tri-Cool cutting fluid in drum-Waste mixed oils-Waste oil/water mix-Waste silicone compound Minimum threshold reporting quantities are as follows:-Liquids:55 gallons-Compressed gases:200 cubic feet for oxygen,propane,acetylene.1000 cubic feet for CO2, nitrogen,compressed air,argon,-Solids:500 pounds Report the above materials on the CERS website at https://cers.calepa.ca.gov. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 11-30-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Your HMBEP has been declined,please revise and resubmit within 30 days.The EPA ID#is incorrect.The number that we have on file is CAL000378643.Please verify this and list the corrected number. For all the chemicals in your inventory your average daily amount,it TC5655027.2s Page 140 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WOODBRIDGE GLASS INC (Continued) S113772323 should reflect how much you have on site during an average day,so if you keep your container half full your average daily amount would be 150 gallons. For your maximum daily amount it is the maximum amount of the chemical that you can have on site.So your maximum daily amount should be at least as much as your largest container.Please change your days on site to 365.For your chemical?Acetylene gas?please add the CAS#74-86-2.For your chemical?Argon?please change the CAS#to 7440-37-1.For your chemical?Isopropyl alcohol?please add the CAS# 67-63-0.For your chemical?Argon CO2 Helium?please remove the main CAS#and add the mixture components with their CAS#and percent weight.[Truncated] Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 12-24-2013 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: HM technical/regulation review. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 05-12-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Review HM submittal in e-submit and accept. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 10-16-2018 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: This agency confirmed the Hazardous Materials Inventory and Emergency Response and Training Plans have been completed on the CERS portal but not yet reviewed by this agency.Violations 1169 and 1292 abated. Outstanding violation: 1239-This agency has not received documentation to confirm that the employees have received the required annual Hazardous Materials and Emergency Response training.Submit a current signature log to this agency. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 11-23-2015 Violations Found: Yes Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous materials inspection.Consent to enter and inspect granted by Jeff Schleis.Observed the hazardous materials storage areas.The following qualifying hazardous materials were observed today:4?55 gallon drums waste hydraulic oil 4?55 gallon drums waste silicone base liquid 5?55 gallon drums waste tramp TC5655027.2s Page 141 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WOODBRIDGE GLASS INC (Continued) S113772323 oil/coolant 1 ?55 gallon drum waste motor oil 1 ?50 gallon drum waste rust inhibitor 8?55 gallon drums glazing sealant base 1 ?50 gallon drum catalyst(mixes with glazing sealant)2?55 gallon drums alcohol 1 ?55 gallon drum mist cutting coolant Chapter 6.95 of Division 20 of the California Health and Safety Code(H&SC)and Section 11022 of Title 42 of the United States Code contain the minimum requirements for hazardous material inventory reporting and data management.These regulations require businesses within this jurisdiction to complete a chemical inventory form to disclose hazardous materials stored,used,or[Truncated] Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Affiliation: Affiliation Type Desc: Document Preparer Entity Name: Marjorie Palmer Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Identification Signer Entity Name: Marjorie Palmer Entity Title: Human Resources Manager Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Operator Entity Name: Josh Traer Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: (714)380-0133 Affiliation Type Desc: Parent Corporation Entity Name: WERNER SYSTEMS Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Property Owner Entity Name: Siciliani Trust TC5655027.2s Page 142 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WOODBRIDGE GLASS INC (Continued) S113772323 Entity Title: Not reported Affiliation Address: 14321 Myford Rd. Affiliation City: Tustin Affiliation State: CA Affiliation Country: United States Affiliation Zip: 92780 Affiliation Phone: (714)838-4444 Affiliation Type Desc: CUPA District Entity Name: Orange County Env Health Entity Title: Not reported Affiliation Address: 1241 East Dyer RoadSuite 120 Affiliation City: Santa Ana Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92705-5611 Affiliation Phone: (714)433-6000 Affiliation Type Desc: Environmental Contact Entity Name: Josh Traer Entity Title: Not reported Affiliation Address: 14321 Myford Rd. Affiliation City: Tustin Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92780 Affiliation Phone: Not reported Affiliation Type Desc: Facility Mailing Address Entity Name: Mailing Address Entity Title: Not reported Affiliation Address: 14321 Myford Affiliation City: Tustin Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92780 Affiliation Phone: Not reported Affiliation Type Desc: Legal Owner Entity Name: Virginia Siciliani Entity Title: Not reported Affiliation Address: 14321 Myford Rd. Affiliation City: Tustin Affiliation State: CA Affiliation Country: United States Affiliation Zip: 92780 Affiliation Phone: (714)838-4444 TC5655027.2s Page 143 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number E28 BRAXTON MFG RCRA-LQG 1012210487 West 2641 WALNUT AVE CERS HAZ WASTE CAR000204909 <1/8 TUSTIN,CA 92780 HAZNET 0.089 mi. NPDES 472 ft. Site 1 of 2 in cluster E CIWQS Relative: CERS Higher RCRA-LQG: Actual: Date form received by agency:02/01/2018 67 ft. Facility name: BRAXTON MFG Facility address: 2641 WALNUT AVE TUSTIN,CA 92780-0000 EPA ID: CAR000204909 Mailing address: WALNUTAVE TUSTIN,CA 92780 Contact: JIM LASKOWSKI Contact address: WALNUT AVE TUSTIN,CA 92780-0000 Contact country: US Contact telephone: 714-508-3570 Telephone ext.: 7271 Contact email: JLASKOWSKI@BRAXTONCA.COM EPA Region: 09 Classification: Large Quantity Generator Description: Handler:generates 1,000 kg or more of hazardous waste during any calendar month;or generates more than 1 kg of acutely hazardous waste during any calendar month;or generates more than 100 kg of any residue or contaminated soil,waste or other debris resulting from the cleanup of a spill,into or on any land or water,of acutely hazardous waste during any calendar month;or generates 1 kg or less of acutely hazardous waste during any calendar month,and accumulates more than 1 kg of acutely hazardous waste at any time;or generates 100 kg or less of any residue or contaminated soil,waste or other debris resulting from the cleanup of a spill,into or on any land or water,of acutely hazardous waste during any calendar month,and accumulates more than 100 kg of that material at any time Owner/Operator Summary: Owner/operator name: BRAXTON MFG Owner/operator address: WALNUT AVE TUSTIN,CA 92780 Owner/operator country: US Owner/operator telephone: 714-508-3570 Owner/operator email: JLASKOWSKI@BRAXTONCA.COM Owner/operator fax: Not reported Owner/operator extension: 7271 Legal status: Private Owner/Operator Type: Operator Owner/Op start date: 01/01/1972 Owner/Op end date: Not reported Owner/operator name: BRAXTON MFG Owner/operator address: WALNUT AVE TUSTIN,CA 92780 Owner/operator country: US Owner/operator telephone: 714-508-3570 Owner/operator email: JLASKOWSKI@BRAXTONCA.COM Owner/operator fax: Not reported Owner/operator extension: 7271 TC5655027.2s Page 144 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number BRAXTON MFG (Continued) 1012210487 Legal status: Private Owner/Operator Type: Owner Owner/Op start date: 01/01/1972 Owner/Op end date: Not reported Handler Activities Summary: U.S.importer of hazardous waste: No Mixed waste(haz.and radioactive): No Recycler of hazardous waste: No Transporter of hazardous waste: No Treater,storer or disposer of HW: No Underground injection activity: No On-site burner exemption: No Furnace exemption: No Used oil fuel burner: No Used oil processor: No User oil refiner: No Used oil fuel marketer to burner: No Used oil Specification marketer: No Used oil transfer facility: No Used oil transporter: No Waste code: 211 Waste name: Halogenated solvents(chloroform,methyl chloride, perchloroethylene, etc.) Waste code: 331 Waste name: Off-specification,aged,or surplus organics Waste code: 352 Waste name: Other organic solids Waste code: D039 Waste name: TETRACHLOROETHYLENE Waste code: F001 Waste name: THE FOLLOWING SPENT HALOGENATED SOLVENTS USED IN DEGREASING: TETRACHLOROETHYLENE,TRICHLORETHYLENE,METHYLENE CHLORIDE, 1,1,1-TRICHLOROETHANE, CARBON TETRACHLORIDE AND CHLORINATED FLUOROCARBONS;ALL SPENT SOLVENT MIXTURES/BLENDS USED IN DEGREASING CONTAINING,BEFORE USE,A TOTAL OF TEN PERCENT OR MORE(BY VOLUME)OF ONE OR MORE OF THE ABOVE HALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED IN F002,F004,AND F005;AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. Waste code: F002 Waste name: THE FOLLOWING SPENT HALOGENATED SOLVENTS:TETRACHLOROETHYLENE, METHYLENE CHLORIDE,TRICHLOROETHYLENE, 1,1,1-TRICHLOROETHANE, CHLOROBENZENE, 1,1,2-TRICHLORO-1,2,2-TRI FLU OROETHANE, ORTHO-DICHLOROBENZENE,TRICHLOROFLUOROMETHANE,AND 1,1,2, TRICHLOROETHANE;ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING,BEFORE USE,A TOTAL OF TEN PERCENT OR MORE(BY VOLUME)OF ONE OR MORE OF THE ABOVE HALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED IN F001,F004,AND F005;AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. TC5655027.2s Page 145 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number BRAXTON MFG (Continued) 1012210487 Historical Generators: Date form received by agency:02/01/2016 Site name: BRAXTON MANUFACTURING COMPANY INC. Classification: Large Quantity Generator Waste code: 211 Waste name: Halogenated solvents(chloroform,methyl chloride,perchloroethylene, etc.) Waste code: D039 Waste name: TETRACHLOROETHYLENE Waste code: F001 Waste name: THE FOLLOWING SPENT HALOGENATED SOLVENTS USED IN DEGREASING: TETRACHLOROETHYLENE,TRICHLORETHYLENE,METHYLENE CHLORIDE, 1,1,1-TRICHLOROETHANE, CARBON TETRACHLORIDE AND CHLORINATED FLUOROCARBONS;ALL SPENT SOLVENT MIXTURES/BLENDS USED IN DEGREASING CONTAINING,BEFORE USE,A TOTAL OF TEN PERCENT OR MORE(BY VOLUME)OF ONE OR MORE OF THE ABOVE HALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED IN F002,F004,AND F005;AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. Waste code: F002 Waste name: THE FOLLOWING SPENT HALOGENATED SOLVENTS:TETRACHLOROETHYLENE, METHYLENE CHLORIDE,TRICHLOROETHYLENE, 1,1,1-TRICHLOROETHANE, CHLOROBENZENE, 1,1,2-TRICHLORO-1,2,2-TRI FLU OROETHANE, ORTHO-DICHLOROBENZENE,TRICHLOROFLUOROMETHANE,AND 1,1,2, TRICHLOROETHANE;ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING,BEFORE USE,A TOTAL OF TEN PERCENT OR MORE(BY VOLUME)OF ONE OR MORE OF THE ABOVE HALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED IN F001,F004,AND F005;AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. Date form received by agency:02/02/2010 Site name: BRAXTON MFG Classification: Small Quantity Generator Waste code: D040 Waste name: TRICHLORETHYLENE Waste code: F001 Waste name: THE FOLLOWING SPENT HALOGENATED SOLVENTS USED IN DEGREASING: TETRACHLOROETHYLENE,TRICHLORETHYLENE,METHYLENE CHLORIDE, 1,1,1-TRICHLOROETHANE,CARBON TETRACHLORIDE AND CHLORINATED FLUOROCARBONS;ALL SPENT SOLVENT MIXTURES/BLENDS USED IN DEGREASING CONTAINING,BEFORE USE,A TOTAL OF TEN PERCENT OR MORE(BY VOLUME)OF ONE OR MORE OF THE ABOVE HALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED IN F002,F004,AND F005;AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. Biennial Reports: Last Biennial Reporting Year:2017 Annual Waste Handled: Waste code: D039 Waste name: TETRACHLOROETHYLENE TC5655027.2s Page 146 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number BRAXTON MFG (Continued) 1012210487 Amount(Lbs): 2983.7 Waste code: F001 Waste name: THE FOLLOWING SPENT HALOGENATED SOLVENTS USED IN DEGREASING: TETRACHLOROETHYLENE,TRICHLOROETHYLENE,METHYLENE CHLORIDE, 1,1,1-TRICHLOROETHANE,CARBON TETRACHLORIDE,AND CHLORINATED FLUOROCARBONS;ALL SPENT SOLVENT MIXTURES/BLENDS USED IN DEGREASING CONTAINING,BEFORE USE,A TOTAL OF TEN PERCENT OR MORE(BY VOLUME)OF ONE OR MORE OF THE ABOVE HALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED IN F002,F004,AND F005,AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. Amount(Lbs): 2833.7 Waste code: F002 Waste name: THE FOLLOWING SPENT HALOGENATED SOLVENTS:TETRACHLOROETHYLENE, METHYLENE CHLORIDE,TRICHLOROETHYLENE, 1,1,1-TRICHLOROETHANE, CHLOROBENZENE, 1,1,2-TRICHLORO-1,2,2-TRI FLU OROETHANE, ORTHO-DICHLOROBENZENE,TRICHLOROFLUOROMETHANE,AND 1,1,2-TRICHLOROETHANE;ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING, BEFORE USE,A TOTAL OF TEN PERCENT OR MORE(BY VOLUME)OF ONE OR MORE OF THE ABOVE HALOGENATED SOLVENTS OR THOSE LISTED IN F001, F004,OR F005,AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. Amount(Lbs): 150 Violation Status: No violations found CERS HAZ WASTE: Site ID: 357811 CERS ID: 10549030 CERS Description: Hazardous Waste Generator Evaluation: Eval General Type: Other/Unknown Eval Date: 01-13-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Your HMBEP has been declined,please revise and resubmit within 30 days. For your chemical?Braxton Blend 4-A?please change to a mixture and put the different hazardous components as well as their percent weight,or if it is a pure substance please put the CAS#for it.Also, please add?days on site?which should be 365 unless you have the chemical completely removed for extended periods of time. For your chemical?Deolube 12-aw?please add?days on site?which should be 365 unless you have the chemical completely removed for extended periods of time. For your chemical?Modern Motor Oil SAE 30?please change the CAS#to 64742-65-0.Also,please add?days on site?which should be 365 unless you have the chemical completely removed for extended periods of time.For your chemical?Perchloroethylene?please add ?days on site?which should be 365 unless you have the chemical completely removed for extended periods of time.For your chemical ?Petroleum please[Truncated] Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown TC5655027.2s Page 147 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number BRAXTON MFG (Continued) 1012210487 Eval Date: 07-11-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Read/review pre 2015 HMBEP submission.Accepted pending review of the more recent submission. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 12-08-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: HMBEP declined in E-Submit.The following notes were included in the review:"Provide a mailing address for the business owner.Provide a CAS#for all pure materials.Provide a number for the days on site field in each chemical entry.Provide information about other records in the emergency plan section.State the frequency of training.Label the evacuation staging point on the site map." Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 05-02-2017 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed and declined HMBEP submittal.The following corrections are still needed:CHEMICAL INVENTORY Braxton Blend 4A,TFT-15 and A-407-E ?you have indicated that there are no hazardous ingredients which would make this a non-hazardous material which would not require reporting.If the NFPA label has a 1 or higher number in any category, these are a hazardous material and must be reported.You have listed a Fire Code Hazard Class of either flammable or corrosive for these materials which does indicate that these are hazardous materials(and was also noted during your inspection as being a reportable hazardous material).Please contact the manufacturer to obtain a hazardous ingredients list.Deolube 120-aw?either identify the Proprietary ingredients by contacting the manufacturer or you may remove if this component is not hazardous.Propane?change Physical State to Liquid Oxygen?Storage Temperature should be Ambient unless the cylinder is heated. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 05-14-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: 2016 Annual Review(2nd):Not Accepted-Make the following minimum changes:Waste Perc-add State Waste Code//LPG should be reported in the Physical State=Liquid-report inventory amounts in gallons (4.5 gallons exceeds reporting threshold)//Stamping Oil&120 AW are listed as"pure",but no CAS#-change to mixture and add Mixture Components//Argon Gas is below reporting threshold. Eval Division: Orange County Environmental Health TC5655027.2s Page 148 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number BRAXTON MFG (Continued) 1012210487 Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 10-17-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: CERS review Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 01-25-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: The following documents were received and ACCEPTED on the eSubmit Portal:Business Activities Form Business Owner/Operator Form Chemical Inventory for 7 Facility site Map Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 03-14-2016 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous materials inspection.Consent to enter and inspect granted by Mike Dutterer.Observed the hazardous materials storage areas.The following hazardous materials that meet or exceed thresholds were observed today:-2 propane tanks for forklift-248 cubic feet compressed oxygen gas-239 cubic feet compressed acetylene gas-165 gallons new perch loroethylene-55 gallons waste perch loroethylene-165 gallons TFT-15 cleaning compound-110 gallons blend 4A oil-110 gallons LPS solvent-110 gallons A-407-E special oil-110 gallons 30 weight Safe-Way Lube P-50-55 gallons blend stamping oil-55 gallons 120 A.W.-55 gallons way oil Annual hazardous materials employee training records are current.The Business Emergency Plan is available for review. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 03-14-2016 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous waste inspection.Consent to enter and inspect granted by Mike Dutterer.Observed the shop areas,waste storage areas,perimeter of facility and trash container.Drums of wastes are covered and labeled.Wastes include oily water,parts washers,perch loroethylene,and perchloroethylene,filters.Manifests for waste disposal are available for review.Emergency response contact and procedure information available on site.Verified the owner as Braxton Caribbean Manufacturing Company Inc. Eval Division: Orange County Environmental Health Eval Program: HW TC5655027.2s Page 149 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number BRAXTON MFG (Continued) 1012210487 Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 04-23-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: 2016 review:CERS-after field inspection-Not Accepted-HazMat noted during inspection were NOT listed on CERS Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 02-10-2014 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed HMBEP submission package on E-Submit Portal,DENIED.Request for re-submittal this date. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 03-24-2017 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Facility has complied with 2017 reporting requirement. HMBEP was reviewed and declined.The following corrections are needed:CHEMICAL INVENTORY An inspection of your facility conducted on 3/14/16 indicated that the following materials were stored on site in disclosable quantities:propane,oxygen,acetylene,LPS solvent, A-407-E special oil,and stamping oil.Add these materials to your disclosure.ALL CHEMICALS?the Fire Code Hazard Classes field was stripped of data during the transfer from E-submit.Complete this field for each disclosure.Braxton Blend 4A?change Hazardous Material Type to Mixture and complete the Mixture Components chart with all hazardous ingredients at/above 1%by weight Deolube 120-aw- change Hazardous Material Type to Mixture and complete the Mixture Components chart with all hazardous ingredients at/above 1%by weight TFT-15-enter the CAS#for this material?if there is no CAS#then this is not a Pure material and you will need to[Truncated] Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 06-05-2014 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous waste inspection.Consent to enter and inspect granted by Dan Parks.Observed the shop areas,waste storage areas,perimeter of facility and trash container.Drums of wastes are covered and labeled.Wastes include coolant,Perch loroethylene liquid and solids,and parts washers.Manifests for waste disposal are available for review.Complete the emergency response label and post in the facility.Verified the owner as Braxton Carribean Mfg Co Inc. Eval Division: Orange County Environmental Health TC5655027.2s Page 150 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number BRAXTON MFG (Continued) 1012210487 Eval Program: HW Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 06-16-2017 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed and accepted HMBEP submittal.All changes have been made. Facility has indicated that the TFT-15 has been removed from disclosure as the MSDS information indicates that this in not a hazardous material. Facility has disclosed 12 chemicals. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Coordinates: Site ID: 357811 Facility Name: Braxton Manufacturing Co.of California,Inc. Env Int Type Code: HWG Program ID: 10549030 Coord Name: Not reported Ref Point Type Desc: Center of a facility or station. Latitude: 33.716250 Longitude: -117.806770 Affiliation: Affiliation Type Desc: Document Preparer Entity Name: Patrick Luu(ProActive Consulting Group) Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Identification Signer Entity Name: Mike Dutterer Entity Title: Quality Engineer Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Operator Entity Name: Jim Laskowski Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: (714)508-3570 TC5655027.2s Page 151 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number BRAXTON MFG (Continued) 1012210487 Affiliation Type Desc: Parent Corporation Entity Name: Braxton Manufacturing Co.of California,Inc. Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Legal Owner Entity Name: Braxton Manufacturing Co.of California,Inc. Entity Title: Not reported Affiliation Address: Echolake Rd Affiliation City: Watertown Affiliation State: CT Affiliation Country: United States Affiliation Zip: 06795 Affiliation Phone: (860)274-6781 Affiliation Type Desc: CUPA District Entity Name: Orange County Env Health Entity Title: Not reported Affiliation Address: 1241 East Dyer RoadSuite 120 Affiliation City: Santa Ana Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92705-5611 Affiliation Phone: (714)433-6000 Affiliation Type Desc: Facility Mailing Address Entity Name: Mailing Address Entity Title: Not reported Affiliation Address: 2641 Walnut Ave Affiliation City: Tustin Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92780 Affiliation Phone: Not reported Affiliation Type Desc: Environmental Contact Entity Name: Mike Dutterer Entity Title: Not reported Affiliation Address: 2641 Walnut Ave Affiliation City: Tustin Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92780 Affiliation Phone: Not reported HAZN ET: Site Name: BRAXTON MFG Year: 2017 GEPAID: CAR000204909 Contact: MIKE DUTTERER Telephone: 7145083570 TC5655027.2s Page 152 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number BRAXTON MFG (Continued) 1012210487 Mailing Name: Not reported Mailing Address: 2641 WALNUT AVE Mailing City,St,Zip: TUSTIN,CA 927800000 Gen County: Orange TSD EPA ID: CAD044429835 TSD County: Los Angeles Waste Category: Unspecified oil-containing waste Disposal Method: Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery (H010-H129)Or(H131-H135) Tons: 0.4 Cat Decode: Unspecified oil-containing waste Method Decode: Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery (H010-H129)Or(H131-H135) Facility County: Orange Site Name: BRAXTON MFG Year: 2017 GEPAID: CAR000204909 Contact: MIKE DUTTERER Telephone: 7145083570 Mailing Name: Not reported Mailing Address: 2641 WALNUT AVE Mailing City,St,Zip: TUSTIN,CA 927800000 Gen County: Orange TSD EPA ID: CAD008364432 TSD County: Los Angeles Waste Category: Halogenated solvents(chloroforms,methyl chloride,perch loroethylene, etc) Disposal Method: Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery (H010-H129)Or(H131-H135) Tons: 5.333 Cat Decode: Halogenated solvents(chloroforms,methyl chloride,perch loroethylene,etc) Method Decode: Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery (H010-H129)Or(H131-H135) Facility County: Orange Site Name: BRAXTON MFG Year: 2017 GEPAID: CAR000204909 Contact: MIKE DUTTERER Telephone: 7145083570 Mailing Name: Not reported Mailing Address: 2641 WALNUT AVE Mailing City,St,Zip: TUSTIN,CA 927800000 Gen County: Orange TSD EPA ID: CAD059494310 TSD County: Santa Clara Waste Category: Unspecified oil-containing waste Disposal Method: Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery (H010-H129)Or(H131-H135) Tons: 0.38 Cat Decode: Unspecified oil-containing waste Method Decode: Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery (H010-H129)Or(H131-H135) Facility County: Orange Site Name: BRAXTON MFG TC5655027.2s Page 153 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number BRAXTON MFG (Continued) 1012210487 Year: 2017 GEPAID: CAR000204909 Contact: MIKE DUTTERER Telephone: 7145083570 Mailing Name: Not reported Mailing Address: 2641 WALNUT AVE Mailing City,St,Zip: TUSTIN,CA 927800000 Gen County: Orange TSD EPA ID: CAD008364432 TSD County: Los Angeles Waste Category: Other organic solids Disposal Method: Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery (H010-H129)Or(H131-H135) Tons: 0.0795 Cat Decode: Other organic solids Method Decode: Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery (H010-H129)Or(H131-H135) Facility County: Orange Site Name: BRAXTON MFG Year: 2017 GEPAID: CAR000204909 Contact: MIKE DUTTERER Telephone: 7145083570 Mailing Name: Not reported Mailing Address: 2641 WALNUT AVE Mailing City,St,Zip: TUSTIN,CA 927800000 Gen County: Orange TSD EPA ID: CAD008364432 TSD County: Los Angeles Waste Category: Off-specification,aged or surplus organics Disposal Method: Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery (H010-H129)Or(H131-H135) Tons: 0.042 Cat Decode: Off-specification,aged or surplus organics Method Decode: Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery (H010-H129)Or(H131-H135) Facility County: Orange dirk this hgpPrlink while viewing on your computer to access 35 additional CA_HAZNET:record(s)in the EDR Site Report. NPDES: Facility Status: Not reported NPDES Number: Not reported Region: Not reported Agency Number: Not reported Regulatory Measure ID: Not reported Place ID: Not reported Order Number: Not reported WDID: 8301026206 Regulatory Measure Type: Industrial Program Type: Not reported Adoption Date Of Regulatory Measure: Not reported Effective Date Of Regulatory Measure: Not reported Termination Date Of Regulatory Measure: Not reported Expiration Date Of Regulatory Measure: Not reported TC5655027.2s Page 154 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number BRAXTON MFG (Continued) 1012210487 Discharge Address: Not reported Discharge Name: Not reported Discharge City: Not reported Discharge State: Not reported Discharge Zip: Not reported Status: Active Status Date: 10/12/2015 Operator Name: Braxton Caribbean Mfg Co Inc Operator Address: 2641 Walnut Avenue Operator City: Tustin Operator State: California Operator Zip: 92780 NPDES as of 03/2018: NPDES Number: CAS000001 Status: Active Agency Number: 0 Region: 8 Regulatory Measure ID: 465033 Order Number: 97-03-DWQ Regulatory Measure Type: Enrollee Place ID: Not reported WDID: 8301026206 Program Type: Industrial Adoption Date Of Regulatory Measure: Not reported Effective Date Of Regulatory Measure: 10/12/2015 Expiration Date Of Regulatory Measure: Not reported Termination Date Of Regulatory Measure: Not reported Discharge Name: Braxton Caribbean Mfg Co Inc Discharge Address: 2641 Walnut Avenue Discharge City: Tustin Discharge State: California Discharge Zip: 92780 Received Date: Not reported Processed Date: Not reported Status: Not reported Status Date: Not reported Place Size: Not reported Place Size Unit: Not reported Contact: Not reported Contact Title: Not reported Contact Phone: Not reported Contact Phone Ext: Not reported Contact Email: Not reported Operator Name: Not reported Operator Address: Not reported Operator City: Not reported Operator State: Not reported Operator Zip: Not reported Operator Contact: Not reported Operator Contact Title: Not reported Operator Contact Phone: Not reported Operator Contact Phone Ext: Not reported Operator Contact Email: Not reported Operator Type: Not reported Developer: Not reported Developer Address: Not reported Developer City: Not reported TC5655027.2s Page 155 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number BRAXTON MFG (Continued) 1012210487 Developer State: Not reported Developer Zip: Not reported Developer Contact: Not reported Developer Contact Title: Not reported Constype Linear Utility Ind: Not reported Emergency Phone: Not reported Emergency Phone Ext: Not reported Constype Above Ground Ind: Not reported Constype Below Ground Ind: Not reported Constype Cable Line Ind: Not reported Constype Comm Line Ind: Not reported Constype Commertial Ind: Not reported Constype Electrical Line Ind: Not reported Constype Gas Line Ind: Not reported Constype Industrial Ind: Not reported Constype Other Description: Not reported Constype Other Ind: Not reported Constype Recons Ind: Not reported Constype Residential Ind: Not reported Constype Transport Ind: Not reported Constype Utility Description: Not reported Constype Utility Ind: Not reported Constype Water Sewer Ind: Not reported Dir Discharge Uswater Ind: Not reported Receiving Water Name: Not reported Certifier: Not reported Certifier Title: Not reported Certification Date: Not reported Primary Sic: Not reported Secondary Sic: Not reported Tertiary Sic: Not reported NPDES Number: Not reported Status: Not reported Agency Number: Not reported Region: 8 Regulatory Measure ID: 465033 Order Number: Not reported Regulatory Measure Type: Industrial Place ID: Not reported WDID: 8301026206 Program Type: Not reported Adoption Date Of Regulatory Measure: Not reported Effective Date Of Regulatory Measure: Not reported Expiration Date Of Regulatory Measure: Not reported Termination Date Of Regulatory Measure: Not reported Discharge Name: Not reported Discharge Address: Not reported Discharge City: Not reported Discharge State: Not reported Discharge Zip: Not reported Received Date: 10/02/2015 Processed Date: 10/12/2015 Status: Active Status Date: 10/12/2015 Place Size: 52000 Place Size Unit: Sq Ft TC5655027.2s Page 156 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number BRAXTON MFG (Continued) 1012210487 Contact: James Laskowski Contact Title: Plant Manager Contact Phone: 714-508-3570 Contact Phone Ext: 7271 Contact Email: JLaskowski@BraxtonCA.com Operator Name: Braxton Caribbean Mfg Co Inc Operator Address: 2641 Walnut Avenue Operator City: Tustin Operator State: California Operator Zip: 92780 Operator Contact: James Laskowski Operator Contact Title: Plant Manager Operator Contact Phone: 714-508-3570 Operator Contact Phone Ext: 7271 Operator Contact Email: JLaskowski@BraxtonCA.com Operator Type: Private Business Developer: Not reported Developer Address: Not reported Developer City: Not reported Developer State: California Developer Zip: Not reported Developer Contact: Not reported Developer Contact Title: Not reported Constype Linear Utility Ind: Not reported Emergency Phone: 714-508-3570 Emergency Phone Ext: Not reported Constype Above Ground Ind: Not reported Constype Below Ground Ind: Not reported Constype Cable Line Ind: Not reported Constype Comm Line Ind: Not reported Constype Commertial Ind: Not reported Constype Electrical Line Ind: Not reported Constype Gas Line Ind: Not reported Constype Industrial Ind: Not reported Constype Other Description: Not reported Constype Other Ind: Not reported Constype Recons Ind: Not reported Constype Residential Ind: Not reported Constype Transport Ind: Not reported Constype Utility Description: Not reported Constype Utility Ind: Not reported Constype Water Sewer Ind: Not reported Dir Discharge Uswater Ind: N Receiving Water Name: Peters Canyon Certifier: Jim Laskowski Certifier Title: Plant Manager Certification Date: 02-MAY-16 Primary Sic: 3469-Metal Stamping,NEC Secondary Sic: Not reported Tertiary Sic: Not reported Facility Status: Active NPDES Number: CAS000001 Region: 8 Agency Number: 0 Regulatory Measure ID: 465033 TC5655027.2s Page 157 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number BRAXTON MFG (Continued) 1012210487 Place ID: Not reported Order Number: 97-03-DWQ WDID: 8301026206 Regulatory Measure Type: Enrollee Program Type: Industrial Adoption Date Of Regulatory Measure: Not reported Effective Date Of Regulatory Measure: 10/12/2015 Termination Date Of Regulatory Measure: Not reported Expiration Date Of Regulatory Measure: Not reported Discharge Address: 2641 Walnut Avenue Discharge Name: Braxton Caribbean Mfg Co Inc Discharge City: Tustin Discharge State: California Discharge Zip: 92780 Status: Not reported Status Date: Not reported Operator Name: Not reported Operator Address: Not reported Operator City: Not reported Operator State: Not reported Operator Zip: Not reported NPDES as of 03/2018: NPDES Number: CAS000001 Status: Active Agency Number: 0 Region: 8 Regulatory Measure ID: 465033 Order Number: 97-03-DWQ Regulatory Measure Type: Enrollee Place ID: Not reported WDID: 8301026206 Program Type: Industrial Adoption Date Of Regulatory Measure: Not reported Effective Date Of Regulatory Measure: 10/12/2015 Expiration Date Of Regulatory Measure: Not reported Termination Date Of Regulatory Measure: Not reported Discharge Name: Braxton Caribbean Mfg Co Inc Discharge Address: 2641 Walnut Avenue Discharge City: Tustin Discharge State: California Discharge Zip: 92780 Received Date: Not reported Processed Date: Not reported Status: Not reported Status Date: Not reported Place Size: Not reported Place Size Unit: Not reported Contact: Not reported Contact Title: Not reported Contact Phone: Not reported Contact Phone Ext: Not reported Contact Email: Not reported Operator Name: Not reported Operator Address: Not reported Operator City: Not reported Operator State: Not reported Operator Zip: Not reported TC5655027.2s Page 158 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number BRAXTON MFG (Continued) 1012210487 Operator Contact: Not reported Operator Contact Title: Not reported Operator Contact Phone: Not reported Operator Contact Phone Ext: Not reported Operator Contact Email: Not reported Operator Type: Not reported Developer: Not reported Developer Address: Not reported Developer City: Not reported Developer State: Not reported Developer Zip: Not reported Developer Contact: Not reported Developer Contact Title: Not reported Constype Linear Utility Ind: Not reported Emergency Phone: Not reported Emergency Phone Ext: Not reported Constype Above Ground Ind: Not reported Constype Below Ground Ind: Not reported Constype Cable Line Ind: Not reported Constype Comm Line Ind: Not reported Constype Commertial Ind: Not reported Constype Electrical Line Ind: Not reported Constype Gas Line Ind: Not reported Constype Industrial Ind: Not reported Constype Other Description: Not reported Constype Other Ind: Not reported Constype Recons Ind: Not reported Constype Residential Ind: Not reported Constype Transport Ind: Not reported Constype Utility Description: Not reported Constype Utility Ind: Not reported Constype Water Sewer Ind: Not reported Dir Discharge Uswater Ind: Not reported Receiving Water Name: Not reported Certifier: Not reported Certifier Title: Not reported Certification Date: Not reported Primary Sic: Not reported Secondary Sic: Not reported Tertiary Sic: Not reported NPDES Number: Not reported Status: Not reported Agency Number: Not reported Region: 8 Regulatory Measure ID: 465033 Order Number: Not reported Regulatory Measure Type: Industrial Place ID: Not reported WDID: 8301026206 Program Type: Not reported Adoption Date Of Regulatory Measure: Not reported Effective Date Of Regulatory Measure: Not reported Expiration Date Of Regulatory Measure: Not reported Termination Date Of Regulatory Measure: Not reported Discharge Name: Not reported Discharge Address: Not reported TC5655027.2s Page 159 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number BRAXTON MFG (Continued) 1012210487 Discharge City: Not reported Discharge State: Not reported Discharge Zip: Not reported Received Date: 10/02/2015 Processed Date: 10/12/2015 Status: Active Status Date: 10/12/2015 Place Size: 52000 Place Size Unit: Sq Ft Contact: James Laskowski Contact Title: Plant Manager Contact Phone: 714-508-3570 Contact Phone Ext: 7271 Contact Email: JLaskowski@BraxtonCA.com Operator Name: Braxton Caribbean Mfg Co Inc Operator Address: 2641 Walnut Avenue Operator City: Tustin Operator State: California Operator Zip: 92780 Operator Contact: James Laskowski Operator Contact Title: Plant Manager Operator Contact Phone: 714-508-3570 Operator Contact Phone Ext: 7271 Operator Contact Email: JLaskowski@BraxtonCA.com Operator Type: Private Business Developer: Not reported Developer Address: Not reported Developer City: Not reported Developer State: California Developer Zip: Not reported Developer Contact: Not reported Developer Contact Title: Not reported Constype Linear Utility Ind: Not reported Emergency Phone: 714-508-3570 Emergency Phone Ext: Not reported Constype Above Ground Ind: Not reported Constype Below Ground Ind: Not reported Constype Cable Line Ind: Not reported Constype Comm Line Ind: Not reported Constype Commertial Ind: Not reported Constype Electrical Line Ind: Not reported Constype Gas Line Ind: Not reported Constype Industrial Ind: Not reported Constype Other Description: Not reported Constype Other Ind: Not reported Constype Recons Ind: Not reported Constype Residential Ind: Not reported Constype Transport Ind: Not reported Constype Utility Description: Not reported Constype Utility Ind: Not reported Constype Water Sewer Ind: Not reported Dir Discharge Uswater Ind: N Receiving Water Name: Peters Canyon Certifier: Jim Laskowski Certifier Title: Plant Manager Certification Date: 02-MAY-16 Primary Sic: 3469-Metal Stamping,NEC TC5655027.2s Page 160 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number BRAXTON MFG (Continued) 1012210487 Secondary Sic: Not reported Tertiary Sic: Not reported CIWQS: Agency: Braxton Caribbean Mfg Co Inc Agency Address: 2641 Walnut Avenue,Tustin,CA 92780 Place/Project Type: Industrial-Metal Stamping,NEC SIC/NAICS: 3469 Region: 8 Program: INDSTW Regulatory Measure Status: Active Regulatory Measure Type: Storm water industrial Order Number: 2014-0057-DWQ WDID: 8301026206 NPDES Number: CAS000001 Adoption Date: Not reported Effective Date: 10/12/2015 Termination Date: Not reported Expiration/Review Date: Not reported Design Flow: Not reported Major/Minor: Not reported Complexity: Not reported TTWQ: Not reported Enforcement Actions within 5 years: 0 Violations within 5 years: 0 Latitude: 33.71638 Longitude: -117.8067 CERS TANKS: Site ID: 357811 CERS ID: 10549030 Site Name: BRAXTON MANUFACTURING CO.OF CALIFORNIA, INC. CERS Description: Chemical Storage Facilities Evaluation: Eval General Type: Other/Unknown Eval Date: 01-13-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Your HMBEP has been declined,please revise and resubmit within 30 days. For your chemical?Braxton Blend 4-A?please change to a mixture and put the different hazardous components as well as their percent weight,or if it is a pure substance please put the CAS#for it.Also, please add?days on site?which should be 365 unless you have the chemical completely removed for extended periods of time. For your chemical?Deolube 12-aw?please add?days on site?which should be 365 unless you have the chemical completely removed for extended periods of time. For your chemical?Modern Motor Oil SAE 30?please change the CAS#to 64742-65-0.Also,please add?days on site?which should be 365 unless you have the chemical completely removed for extended periods of time.For your chemical?Perchloroethylene?please add ?days on site?which should be 365 unless you have the chemical completely removed for extended periods of time.For your chemical ?Petroleum please[Truncated] Eval Division: Orange County Environmental Health Eval Program: HMRRP TC5655027.2s Page 161 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number BRAXTON MFG (Continued) 1012210487 Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 07-11-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Read/review pre 2015 HMBEP submission.Accepted pending review of the more recent submission. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 12-08-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: HMBEP declined in E-Submit.The following notes were included in the review:"Provide a mailing address for the business owner.Provide a CAS#for all pure materials.Provide a number for the days on site field in each chemical entry.Provide information about other records in the emergency plan section.State the frequency of training.Label the evacuation staging point on the site map." Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 05-02-2017 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed and declined HMBEP submittal.The following corrections are still needed:CHEMICAL INVENTORY Braxton Blend 4A,TFT-15 and A-407-E ?you have indicated that there are no hazardous ingredients which would make this a non-hazardous material which would not require reporting.If the NFPA label has a 1 or higher number in any category, these are a hazardous material and must be reported.You have listed a Fire Code Hazard Class of either flammable or corrosive for these materials which does indicate that these are hazardous materials(and was also noted during your inspection as being a reportable hazardous material).Please contact the manufacturer to obtain a hazardous ingredients list.Deolube 120-aw?either identify the Proprietary ingredients by contacting the manufacturer or you may remove if this component is not hazardous.Propane?change Physical State to Liquid Oxygen?Storage Temperature should be Ambient unless the cylinder is heated. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 05-14-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: 2016 Annual Review(2nd):Not Accepted-Make the following minimum changes:Waste Perc-add State Waste Code//LPG should be reported in the Physical State=Liquid-report inventory amounts in gallons (4.5 gallons exceeds reporting threshold)//Stamping Oil&120 AW are TC5655027.2s Page 162 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number BRAXTON MFG (Continued) 1012210487 listed as"pure",but no CAS#-change to mixture and add Mixture Components//Argon Gas is below reporting threshold. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 10-17-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: CERS review Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 01-25-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: The following documents were received and ACCEPTED on the eSubmit Portal:Business Activities Form Business Owner/Operator Form Chemical Inventory for 7 Facility site Map Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 03-14-2016 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous materials inspection.Consent to enter and inspect granted by Mike Dutterer.Observed the hazardous materials storage areas.The following hazardous materials that meet or exceed thresholds were observed today:-2 propane tanks for forklift-248 cubic feet compressed oxygen gas-239 cubic feet compressed acetylene gas-165 gallons new perch loroethylene-55 gallons waste perch loroethylene-165 gallons TFT-15 cleaning compound-110 gallons blend 4A oil-110 gallons LPS solvent-110 gallons A-407-E special oil-110 gallons 30 weight Safe-Way Lube P-50-55 gallons blend stamping oil-55 gallons 120 A.W.-55 gallons way oil Annual hazardous materials employee training records are current.The Business Emergency Plan is available for review. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 03-14-2016 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous waste inspection.Consent to enter and inspect granted by Mike Dutterer.Observed the shop areas,waste storage areas,perimeter of facility and trash container.Drums of wastes are covered and labeled.Wastes include oily water,parts washers,perch loroethylene,and perchloroethylene,filters.Manifests for waste disposal are available for review.Emergency response contact and procedure information available on site.Verified the TC5655027.2s Page 163 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number BRAXTON MFG (Continued) 1012210487 owner as Braxton Caribbean Manufacturing Company Inc. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 04-23-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: 2016 review:CERS-after field inspection-Not Accepted-HazMat noted during inspection were NOT listed on CERS Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 02-10-2014 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed HMBEP submission package on E-Submit Portal,DENIED.Request for re-submittal this date. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 03-24-2017 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Facility has complied with 2017 reporting requirement. HMBEP was reviewed and declined.The following corrections are needed:CHEMICAL INVENTORY An inspection of your facility conducted on 3/14/16 indicated that the following materials were stored on site in disclosable quantities:propane,oxygen,acetylene,LPS solvent, A-407-E special oil,and stamping oil.Add these materials to your disclosure.ALL CHEMICALS?the Fire Code Hazard Classes field was stripped of data during the transfer from E-submit.Complete this field for each disclosure.Braxton Blend 4A?change Hazardous Material Type to Mixture and complete the Mixture Components chart with all hazardous ingredients at/above 1%by weight Deolube 120-aw- change Hazardous Material Type to Mixture and complete the Mixture Components chart with all hazardous ingredients at/above 1%by weight TFT-15-enter the CAS#for this material?if there is no CAS#then this is not a Pure material and you will need to[Truncated] Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 06-05-2014 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous waste inspection.Consent to enter and inspect granted by Dan Parks.Observed the shop areas,waste storage areas,perimeter of facility and trash container.Drums of wastes are covered and labeled.Wastes include coolant,Perch loroethylene liquid and solids,and parts washers.Manifests for waste disposal are TC5655027.2s Page 164 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number BRAXTON MFG (Continued) 1012210487 available for review.Complete the emergency response label and post in the facility.Verified the owner as Braxton Carribean Mfg Co Inc. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 06-16-2017 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed and accepted HMBEP submittal.All changes have been made. Facility has indicated that the TFT-15 has been removed from disclosure as the MSDS information indicates that this in not a hazardous material. Facility has disclosed 12 chemicals. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Coordinates: Site ID: 357811 Facility Name: Braxton Manufacturing Co.of California, Inc. Env Int Type Code: HWG Program ID: 10549030 Coord Name: Not reported Ref Point Type Desc: Center of a facility or station. Latitude: 33.716250 Longitude: -117.806770 Affiliation: Affiliation Type Desc: Document Preparer Entity Name: Patrick Luu(ProActive Consulting Group) Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Identification Signer Entity Name: Mike Dutterer Entity Title: Quality Engineer Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Operator Entity Name: Jim Laskowski Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported TC5655027.2s Page 165 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number BRAXTON MFG (Continued) 1012210487 Affiliation Zip: Not reported Affiliation Phone: (714)508-3570 Affiliation Type Desc: Parent Corporation Entity Name: Braxton Manufacturing Co.of California,Inc. Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Legal Owner Entity Name: Braxton Manufacturing Co.of California,Inc. Entity Title: Not reported Affiliation Address: Echolake Rd Affiliation City: Watertown Affiliation State: CT Affiliation Country: United States Affiliation Zip: 06795 Affiliation Phone: (860)274-6781 Affiliation Type Desc: CUPA District Entity Name: Orange County Env Health Entity Title: Not reported Affiliation Address: 1241 East Dyer RoadSuite 120 Affiliation City: Santa Ana Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92705-5611 Affiliation Phone: (714)433-6000 Affiliation Type Desc: Facility Mailing Address Entity Name: Mailing Address Entity Title: Not reported Affiliation Address: 2641 Walnut Ave Affiliation City: Tustin Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92780 Affiliation Phone: Not reported Affiliation Type Desc: Environmental Contact Entity Name: Mike Dutterer Entity Title: Not reported Affiliation Address: 2641 Walnut Ave Affiliation City: Tustin Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92780 Affiliation Phone: Not reported Site ID: 355386 CERS ID: 9278WBRXTN2641W Site Name: BRAXTON CARIBBEAN MFG CO INC TC5655027.2s Page 166 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number BRAXTON MFG (Continued) 1012210487 CERS Description: Toxic Release Inventory Affiliation: Affiliation Type Desc: Company Official Entity Name: James Laskowski Entity Title: Plant Manager Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: 92780 Affiliation Phone: Not reported Affiliation Type Desc: Parent Company Entity Name: BRAXTON MFG CO.INC. Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: 92780 Affiliation Phone: Not reported Affiliation Type Desc: Public Contact Entity Name: James Laskowski Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: 92780 Affiliation Phone: 7145083570 Affiliation Type Desc: Technical Contact Entity Name: James Laskowski Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: 92780 Affiliation Phone: 7145083570 Site ID: 455486 CERS ID: 841621 Site Name: BRAXTON CARIBBEAN MFG CO INC CERS Description: Industrial Facility Storm Water Affiliation: Affiliation Type Desc: Owner/Operator Entity Name: Braxton Caribbean Mfg Co Inc Entity Title: Operator Affiliation Address: 2641 Walnut Avenue Affiliation City: Tustin Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92780 TC5655027.2s Page 167 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number BRAXTON MFG (Continued) 1012210487 Affiliation Phone: Not reported F29 HEADS UP INDUSTRIES RCRA-SQG 1000192508 NNW 14352 FRANKLIN AVENUE FINDS CAD096884275 <1/8 TUSTIN,CA 92780 ECHO 0.094 mi. HAZNET 494 ft. Site 1 of 2 in cluster F Relative: RCRA-SQG: Higher Date form received by agency:09/01/1996 Actual: Facility name: HEADS UP INDUSTRIES 71 ft. Facility address: 14352 FRANKLIN AVE TUSTIN,CA 92780 EPA ID: CAD096884275 Mailing address: 14452 FRANKLIN AVE TUSTIN,CA 92708 Contact: Not reported Contact address: Not reported Not reported Contact country: US Contact telephone: Not reported Contact email: Not reported EPA Region: 09 Classification: Small Small Quantity Generator Description: Handler:generates more than 100 and less than 1000 kg of hazardous waste during any calendar month and accumulates less than 6000 kg of hazardous waste at any time;or generates 100 kg or less of hazardous waste during any calendar month,and accumulates more than 1000 kg of hazardous waste at any time Owner/Operator Summary: Owner/operator name: NOT REQUIRED Owner/operator address: NOT REQUIRED NOT REQUIRED,ME 99999 Owner/operator country: Not reported Owner/operator telephone: 415-555-1212 Owner/operator email: Not reported Owner/operator fax: Not reported Owner/operator extension: Not reported Legal status: Private Owner/Operator Type: Operator Owner/Op start date: Not reported Owner/Op end date: Not reported Owner/operator name: JIM HOGAN Owner/operator address: NOT REQUIRED NOT REQUIRED,ME 99999 Owner/operator country: Not reported Owner/operator telephone: 415-555-1212 Owner/operator email: Not reported Owner/operator fax: Not reported Owner/operator extension: Not reported Legal status: Private Owner/Operator Type: Owner Owner/Op start date: Not reported Owner/Op end date: Not reported TC5655027.2s Page 168 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HEADS UP INDUSTRIES (Continued) 1000192508 Handler Activities Summary: U.S.importer of hazardous waste: No Mixed waste(haz.and radioactive): No Recycler of hazardous waste: No Transporter of hazardous waste: No Treater,storer or disposer of HW: No Underground injection activity: No On-site burner exemption: No Furnace exemption: No Used oil fuel burner: No Used oil processor: No User oil refiner: No Used oil fuel marketer to burner: No Used oil Specification marketer: No Used oil transfer facility: No Used oil transporter: No Historical Generators: Date form received by agency:03/16/1990 Site name: CAL TECH CABINETS Classification: Large Quantity Generator Date form received by agency:12/18/1980 Site name: HEADS UP INDUSTRIES Classification: Large Quantity Generator Violation Status: No violations found FINDS: Registry ID: 110009532416 Environmental Interest/Information System RCRAInfo is a national information system that supports the Resource Conservation and Recovery Act(RCRA)program through the tracking of events and activities related to facilities that generate,transport, and treat,store,or dispose of hazardous waste.RCRAInfo allows RCRA program staff to track the notification,permit,compliance,and corrective action activities required under RCRA. C;lirk this hgpprlink while viewing on your computer to access additional FINDS:detail in the EDR Site Report. ECHO: Envid: 1000192508 Registry ID: 110009532416 DFR URL: hftp://echo.epa.gov/detailed-facility-report?fid=110009532416 HAZN ET: Site Name: HEADS UP INDUSTRIES Year: 1993 GEPAID: CAD096884275 Contact: JIM HOGAN Telephone: 0000000000 Mailing Name: Not reported TC5655027.2s Page 169 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number HEADS UP INDUSTRIES (Continued) 1000192508 Mailing Address: 14452 FRANKLIN AVE Mailing City,St,Zip: TUSTIN,CA 927080000 Gen County: Not reported TSD EPA ID: CAD009452657 TSD County: Not reported Waste Category: Adhesives Disposal Method: Disposal,Other Tons: 0.25 Cat Decode: Not reported Method Decode: Not reported Facility County: Orange Site Name: HEADS UP INDUSTRIES Year: 1993 GEPAID: CAD096884275 Contact: JIM HOGAN Telephone: 0000000000 Mailing Name: Not reported Mailing Address: 14452 FRANKLIN AVE Mailing City,St,Zip: TUSTIN,CA 927080000 Gen County: Not reported TSD EPA ID: CAD009452657 TSD County: Not reported Waste Category: Waste oil and mixed oil Disposal Method: Disposal,Other Tons: 7.49999999999 Cat Decode: Not reported Method Decode: Not reported Facility County: Orange Site Name: HEADS UP INDUSTRIES Year: 1993 GEPAID: CAD096884275 Contact: JIM HOGAN Telephone: 0000000000 Mailing Name: Not reported Mailing Address: 14452 FRANKLIN AVE Mailing City,St,Zip: TUSTIN,CA 927080000 Gen County: Not reported TSD EPA ID: CAD009452657 TSD County: Not reported Waste Category: Laboratory waste chemicals Disposal Method: Disposal,Other Tons: 0.375 Cat Decode: Not reported Method Decode: Not reported Facility County: Orange TC5655027.2s Page 170 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number G30 AST A100249053 NW 14452 FRANKLIN AVE N/A <1/8 TUSTIN,CA 0.100 mi. 527 ft. Site 1 of 4 in cluster G Relative: AST: Higher Certified Unified Program Agencies: Orange Actual: Owner: LEVEL 3 COMMUNICATIONS LLC 70 ft. Total Gallons: 1,320 CERSID: Not reported Facility ID: Not reported Business Name: Not reported Phone: Not reported Fax: Not reported Mailing Address: Not reported Mailing Address City: Not reported Mailing Address State: Not reported Mailing Address Zip Code: Not reported Operator Name: Not reported Operator Phone: Not reported Owner Phone: Not reported Owner Mail Address: Not reported Owner State: Not reported Owner Zip Code: Not reported Owner Country: Not reported Property Owner Name: Not reported Property Owner Phone: Not reported Property Owner Mailing Address: Not reported Property Owner City: Not reported Property Owner Stat: Not reported Property Owner Zip Code: Not reported Property Owner Country: Not reported EPAID: Not reported G31 LEVEL 3 COMMUNICATIONS-TUSTIN -TUSTCAFT AST A100421772 NW 14452 FRANKLIN AVE N/A <1/8 TUSTIN,CA 92780 0.100 mi. 527 ft. Site 2 of 4 in cluster G Relative: AST: Higher Certified Unified Program Agencies: Not reported Actual: Owner: Level 3 Communications, LLC 70 ft. Total Gallons: Not reported CERSID: 10310608 Facility ID: Not reported Business Name: Level 3 Communications Phone: 720-888-1000 Fax: 720-888-2616 Mailing Address: 1025 Eldorado Boulevard, Environmental Management 43C Mailing Address City: Broomfield Mailing Address State: CO Mailing Address Zip Code: 80021 Operator Name: Level 3 Communications, LLC Operator Phone: 720-888-0676 Owner Phone: 720-888-1000 Owner Mail Address: 1025 Eldorado Boulevard, Environmental Management 43C Owner State: CO Owner Zip Code: 80021 TC5655027.2s Page 171 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number LEVEL 3 COMMUNICATIONS-TUSTIN -TUSTCAFT (Continued) A100421772 Owner Country: United States Property Owner Name: Not reported Property Owner Phone: Not reported Property Owner Mailing Address: Not reported Property Owner City: Not reported Property Owner Stat: Not reported Property Owner Zip Code: Not reported Property Owner Country: Not reported EPAID: CAR000183913 G32 LEVEL 3 COMMUNICATIONS LLC CERS TANKS S112976974 NW 14452 FRANKLIN AVE HAZNET N/A <1/8 TUSTIN,CA 92780 CERS 0.100 mi. 527 ft. Site 3 of 4 in cluster G Relative: CERS TANKS: Higher Facility Name: CENTURYLINK-TUSTIN-TUSTCAFT Actual: Site ID: 438233 70 ft. CERS ID: 10310608 CERS Description: Aboveground Petroleum Storage Evaluation: Eval General Type: Other/Unknown Eval Date: 01-28-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed SPCC plan submitted on CERS.Plan was DECLINED.The following corrections are needed:The Spill Prevention,Control and Countermeasures Plan is outdated.The plan is required to be reviewed and updated as necessary every 5 years at a minimum.The Plan provided is dated 5/7/2009.Please provide a more recent plan. Eval Division: Orange County Environmental Health Eval Program: APSA Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 03-18-2016 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous materials inspection.Consent to enter and inspect granted by Bob Gurdikian.Observed the hazardous materials storage areas.The following hazardous materials that meet or exceed thresholds were observed today:-Two 2600 gallon diesel fuel belly tanks for back-up generators-HVAC refrigerant for computer/electronics room-Lead acid batteries for back-up system Annual employee hazardous materials training is current.Emergency contact and response information is available on site. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 03-26-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Nobody available for an inspection.Advised to come back in the afternoon. TC5655027.2s Page 172 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number LEVEL 3 COMMUNICATIONS LLC (Continued) S112976974 Eval Division: Orange County Environmental Health Eval Program: APSA Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 05-01-2017 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed and decline HMBEP submittal.The following corrections are needed:CHEMICAL INVENTORY Lead Acid Batteries?at 15%sulfuric acid, your battery electrolyte exceeds the threshold planning quantity of 1000 pounds for sulfuric acid,making this material and EHS.You will need to convert all amounts to pounds and check the EHS box under the Chemical Hazard Classification section.Chlorodifluoromethane? physical state and units must match?if the physical state is a gas, report all amounts in cubic feet.Diesel fuel?it is advised that you combine all diesel fuel into one submittal as this Agency?s fee structure is based upon the number of chemicals disclosed.By reporting the diesel fuel in two separate disclosures,you have moved your facility into the next highest fee category.SITE MAP Please add the location of the following to your map:all building entrances and exits,shut-offs for gas,water and electrical. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 05-13-2017 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed and accepted HMBEP submittal.All corrections have been made. Facility has disclosed 4 chemicals. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 03-18-2016 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for an aboveground petroleum storage tank inspection.Verified this site has between 1,320 and 10,000 gallons of petroleum on site. Verified the SPCC is complete with self-certification.Annual employee training is current.Tanks are being inspected on a regular basis and records maintained. Eval Division: Orange County Environmental Health Eval Program: APSA Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 04-07-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Post inspection follow-up review.Discuss status and requirements with operator. Eval Division: Orange County Environmental Health Eval Program: APSA TC5655027.2s Page 173 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number LEVEL 3 COMMUNICATIONS LLC (Continued) S112976974 Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 08-27-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: bad mailing address-obtained/emailed copies of invoices for RP and updated EC Eval Division: Orange County Environmental Health Eval Program: APSA Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 03-26-2015 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine inspection of the aboveground petroleum tanks. John Nguyen was present for the inspection.This site has two 2600 gallon belly tanks as part of the back-up generators.Observed both tanks/generators today.The SPCC plan is on site.Verified self-certification of the plan dated 5/8/14.Monthly inspection logs of the tanks are current and available for review today.Annual online SPCC training records for the generator maintenance staff dated July 2014 are available for review. Eval Division: Orange County Environmental Health Eval Program: APSA Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 04-29-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: 2016 CERS submit Eval Division: Orange County Environmental Health Eval Program: APSA Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 05-01-2017 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed CERS electronic disclosure. Facility has notified that it is regulated under the Aboveground Petroleum Storage program. Eval Division: Orange County Environmental Health Eval Program: APSA Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 05-02-2014 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed HMBEP submission package on CERS,DENIED. Request for resubmittal this date. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS TC5655027.2s Page 174 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number LEVEL 3 COMMUNICATIONS LLC (Continued) S112976974 Eval General Type: Other/Unknown Eval Date: 08-27-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: bad mailing address-obtained/emailed copies of invoices for RP and updated EC Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 04-27-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Draft inspection report and submit. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 04-29-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: 2016 review:CERS-Accepted Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 06-22-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Read/review 2015 HMBEP.Accepted. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Coordinates: Site ID: 438233 Facility Name: CENTURYLINK-TUSTIN-TUSTCAFT Env Int Type Code: APSA Program ID: 10310608 Coord Name: Not reported Ref Point Type Desc: Center of a facility or station. Latitude: 33.717210 Longitude: -117.806910 Affiliation: Affiliation Type Desc: Facility Mailing Address Entity Name: Mailing Address Entity Title: Not reported Affiliation Address: 1025 Eldorado Blvd,Environmental Management 23-202 Affiliation City: Broomfield Affiliation State: CO Affiliation Country: Not reported Affiliation Zip: 80021 TC5655027.2s Page 175 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number LEVEL 3 COMMUNICATIONS LLC (Continued) S112976974 Affiliation Phone: Not reported Affiliation Type Desc: Parent Corporation Entity Name: CenturyLink Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Document Preparer Entity Name: Robert Gurdikian Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Environmental Contact Entity Name: Robert Gurdikian Entity Title: Not reported Affiliation Address: 1025 Eldorado Blvd,Environmental Management 23-202 Affiliation City: Broomfield Affiliation State: CO Affiliation Country: Not reported Affiliation Zip: 80021 Affiliation Phone: Not reported Affiliation Type Desc: Operator Entity Name: CenturyLink Communications Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: (720)888-0676 Affiliation Type Desc: CUPA District Entity Name: Orange County Env Health Entity Title: Not reported Affiliation Address: 1241 East Dyer RoadSuite 120 Affiliation City: Santa Ana Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92705-5611 Affiliation Phone: (714)433-6000 Affiliation Type Desc: Legal Owner Entity Name: Level 3 Communications,LLC Entity Title: Not reported Affiliation Address: 1025 Eldorado Blvd Affiliation City: Broomfield TC5655027.2s Page 176 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number LEVEL 3 COMMUNICATIONS LLC (Continued) S112976974 Affiliation State: CO Affiliation Country: United States Affiliation Zip: 80021 Affiliation Phone: (720)888-1000 Affiliation Type Desc: Identification Signer Entity Name: Robert Gurdikian Entity Title: Sr. EHS Manager Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported HAZN ET: Site Name: LEVEL 3 COMMUNICATIONS LLC Year: 2009 GEPAID: CAC002640907 Contact: KRISTEN LEAMER Telephone: 7175067601 Mailing Name: Not reported Mailing Address: 5095 RITTER RD STE 106 Mailing City,St,Zip: MECHANICSBURG, PA 170556905 Gen County: Not reported TSD EPA ID: CAD008302903 TSD County: Not reported Waste Category: Unspecified aqueous solution Disposal Method: Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery (H010-H129)Or(H131-H135) Tons: 0.462 Cat Decode: Not reported Method Decode: Not reported Facility County: Orange CERS TANKS: Site ID: 438233 CERS ID: 10310608 Site Name: CENTURYLINK-TUSTIN-TUSTCAFT CERS Description: Chemical Storage Facilities Evaluation: Eval General Type: Other/Unknown Eval Date: 01-28-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed SPCC plan submitted on CERS.Plan was DECLINED.The following corrections are needed:The Spill Prevention,Control and Countermeasures Plan is outdated.The plan is required to be reviewed and updated as necessary every 5 years at a minimum.The Plan provided is dated 5/7/2009.Please provide a more recent plan. Eval Division: Orange County Environmental Health Eval Program: APSA Eval Source: CERS Eval General Type: Compliance Evaluation Inspection TC5655027.2s Page 177 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number LEVEL 3 COMMUNICATIONS LLC (Continued) S112976974 Eval Date: 03-18-2016 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous materials inspection.Consent to enter and inspect granted by Bob Gurdikian.Observed the hazardous materials storage areas.The following hazardous materials that meet or exceed thresholds were observed today:-Two 2600 gallon diesel fuel belly tanks for back-up generators-HVAC refrigerant for computer/electronics room-Lead acid batteries for back-up system Annual employee hazardous materials training is current.Emergency contact and response information is available on site. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 03-26-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Nobody available for an inspection.Advised to come back in the afternoon. Eval Division: Orange County Environmental Health Eval Program: APSA Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 05-01-2017 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed and decline HMBEP submittal.The following corrections are needed:CHEMICAL INVENTORY Lead Acid Batteries?at 15%sulfuric acid, your battery electrolyte exceeds the threshold planning quantity of 1000 pounds for sulfuric acid,making this material and EHS.You will need to convert all amounts to pounds and check the EHS box under the Chemical Hazard Classification section.Chlorodifluoromethane? physical state and units must match?if the physical state is a gas, report all amounts in cubic feet.Diesel fuel?it is advised that you combine all diesel fuel into one submittal as this Agency?s fee structure is based upon the number of chemicals disclosed.By reporting the diesel fuel in two separate disclosures,you have moved your facility into the next highest fee category.SITE MAP Please add the location of the following to your map:all building entrances and exits,shut-offs for gas,water and electrical. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 05-13-2017 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed and accepted HMBEP submittal.All corrections have been made. Facility has disclosed 4 chemicals. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS TC5655027.2s Page 178 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number LEVEL 3 COMMUNICATIONS LLC (Continued) S112976974 Eval General Type: Compliance Evaluation Inspection Eval Date: 03-18-2016 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for an aboveground petroleum storage tank inspection.Verified this site has between 1,320 and 10,000 gallons of petroleum on site. Verified the SPCC is complete with self-certification.Annual employee training is current.Tanks are being inspected on a regular basis and records maintained. Eval Division: Orange County Environmental Health Eval Program: APSA Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 04-07-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Post inspection follow-up review.Discuss status and requirements with operator. Eval Division: Orange County Environmental Health Eval Program: APSA Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 08-27-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: bad mailing address-obtained/emailed copies of invoices for RP and updated EC Eval Division: Orange County Environmental Health Eval Program: APSA Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 03-26-2015 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine inspection of the aboveground petroleum tanks. John Nguyen was present for the inspection.This site has two 2600 gallon belly tanks as part of the back-up generators.Observed both tanks/generators today.The SPCC plan is on site.Verified self-certification of the plan dated 5/8/14.Monthly inspection logs of the tanks are current and available for review today.Annual online SPCC training records for the generator maintenance staff dated July 2014 are available for review. Eval Division: Orange County Environmental Health Eval Program: APSA Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 04-29-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: 2016 CERS submit Eval Division: Orange County Environmental Health Eval Program: APSA Eval Source: CERS TC5655027.2s Page 179 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number LEVEL 3 COMMUNICATIONS LLC (Continued) S112976974 Eval General Type: Other/Unknown Eval Date: 05-01-2017 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed CERS electronic disclosure. Facility has notified that it is regulated under the Aboveground Petroleum Storage program. Eval Division: Orange County Environmental Health Eval Program: APSA Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 05-02-2014 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed HMBEP submission package on CERS,DENIED. Request for resubmittal this date. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 08-27-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: bad mailing address-obtained/emailed copies of invoices for RP and updated EC Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 04-27-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Draft inspection report and submit. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 04-29-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: 2016 review:CERS-Accepted Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 06-22-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Read/review 2015 HMBEP.Accepted. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS TC5655027.2s Page 180 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number LEVEL 3 COMMUNICATIONS LLC (Continued) S112976974 Coordinates: Site ID: 438233 Facility Name: CENTURYLINK-TUSTIN-TUSTCAFT Env Int Type Code: APSA Program ID: 10310608 Coord Name: Not reported Ref Point Type Desc: Center of a facility or station. Latitude: 33.717210 Longitude: -117.806910 Affiliation: Affiliation Type Desc: Facility Mailing Address Entity Name: Mailing Address Entity Title: Not reported Affiliation Address: 1025 Eldorado Blvd,Environmental Management 23-202 Affiliation City: Broomfield Affiliation State: CO Affiliation Country: Not reported Affiliation Zip: 80021 Affiliation Phone: Not reported Affiliation Type Desc: Parent Corporation Entity Name: CenturyLink Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Document Preparer Entity Name: Robert Gurdikian Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Environmental Contact Entity Name: Robert Gurdikian Entity Title: Not reported Affiliation Address: 1025 Eldorado Blvd,Environmental Management 23-202 Affiliation City: Broomfield Affiliation State: CO Affiliation Country: Not reported Affiliation Zip: 80021 Affiliation Phone: Not reported Affiliation Type Desc: Operator Entity Name: CenturyLink Communications Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported TC5655027.2s Page 181 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number LEVEL 3 COMMUNICATIONS LLC (Continued) S112976974 Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: (720)888-0676 Affiliation Type Desc: CUPA District Entity Name: Orange County Env Health Entity Title: Not reported Affiliation Address: 1241 East Dyer RoadSuite 120 Affiliation City: Santa Ana Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92705-5611 Affiliation Phone: (714)433-6000 Affiliation Type Desc: Legal Owner Entity Name: Level 3 Communications,LLC Entity Title: Not reported Affiliation Address: 1025 Eldorado Blvd Affiliation City: Broomfield Affiliation State: CO Affiliation Country: United States Affiliation Zip: 80021 Affiliation Phone: (720)888-1000 Affiliation Type Desc: Identification Signer Entity Name: Robert Gurdikian Entity Title: Sr. EHS Manager Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported H33 VERIZON WIRELESS:TUSTIN MTSO CERS TANKS S123503565 SSW 2792 WALNUT AVE CERS N/A <1/8 TUSTIN,CA 92780 0.112 mi. 590 ft. Site 1 of 6 in cluster H Relative: CERS TANKS: Lower Facility Name: VERIZON WIRELESS:TUSTIN MTSO Actual: Site ID: 168786 63 ft. CERS ID: 10165159 CERS Description: Aboveground Petroleum Storage Violations: Site ID: 168786 Site Name: Verizon Wireless:Tustin MTSO Violation Date: 02-01-2016 Citation: 19 CCR 6.95 25508(a)(1)-California Code of Regulations,Title 19, Chapter 6.95,Section(s)25508(a)(1) Violation Description: Failure to complete and electronically submit the Business Activities Page and/or Business Owner Operator Identification Page. Violation Notes: Returned to compliance on 06/12/2017.On the Business Activities page submitted via CERS on 6/22/15 you have selected"NO"for ASTs storing TC5655027.2s Page 182 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number VERIZON WIRELESS:TUSTIN MTSO (Continued) S123503565 greater than 1,320 gallons of petroleum products.Please select"YES" and resubmit. Violation Division: Orange County Environmental Health Violation Program: HMRRP Violation Source: CERS Site ID: 168786 Site Name: Verizon Wireless:Tustin MTSO Violation Date: 06-17-2014 Citation: HSC 6.95 25505(a)-California Health and Safety Code,Chapter 6.95, Section(s)25505(a) Violation Description: Owner/Operator failed to complete and/or submit a Hazardous Materials Business Plan when storing hazardous materials at or above the thresholds quantities of 55 gallons/500 lbs/200 cubic feet. Violation Notes: Returned to compliance on 06/22/2015. Violation Division: Orange County Environmental Health Violation Program: HMRRP Violation Source: CERS Evaluation: Eval General Type: Other/Unknown Eval Date: 05-25-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: APST technical review. Eval Division: Orange County Environmental Health Eval Program: APSA Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 09-25-2018 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine inspection.Observed the 5,000 gallon diesel belly tank for the back-up generator.The SPCC Plan is on site and was certified in March 2017. Employee training records are current and available for review.Monthly tank inspection logs are available for review. Eval Division: Orange County Environmental Health Eval Program: APSA Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 03-12-2015 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine APST inspection.Consent to enter and inspect granted by Scott Nomi and Jeff Hollenbeck.Verified one 5,000 gallon aboveground diesel tank for the generator outside at the rear of the building.Reviewed the SPCC Plan.Professional Engineer(PE) Certification on the SPCC Plan dated 6/2012.Monthly inspection checklists are complete and current.The SPCC Plan includes a description of secondary containment for the tank. Received verification of annual SPCC employee training via email for Jeffrey Hollenbeck.All annual employee training is completed and managed electronically. Eval Division: Orange County Environmental Health TC5655027.2s Page 183 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number VERIZON WIRELESS:TUSTIN MTSO (Continued) S123503565 Eval Program: APSA Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 06-22-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Read/review the HMBEP submittal in CERS. Rejected:The business activities pages list the site with a zip code of 92680 an din Alameda County.In fact,the zip is 92780 and in Orange County.Please update and re submit.The inventory and BEP are OK. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 02-01-2016 Violations Found: Yes Eval Type: Routine done by local agency Eval Notes: Onsite to conduct a routine hazardous material business emergency plan HMBEP inspection.Consent to enter and take photos if necessary was granted by the Sr.Technician,Jeff Hollenbeck.No photos were taken on this date.The following materials were observed: Chlorodifluoromethane A/C refrigerant(not directly observed)Lead acid batteries 24 cells x 5=approx. 1800 gallons of electrolyte HFC-227ea fire suppression gas 10 cylinders=approx.3757 cu.ft. Diesel fuel 5000 gallons Ethylene glycol in back-up generator(not directly observed)160 gallons HFC-236 A/C refrigerant(not directly observed)=approx.75 pounds The CERS 10165159 submittal dated 6/22/15 was reviewed onsite during this inspection.A copy of this inspection will be sent to Jeffrey.Hol lenbeck@vzw.com Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 09-20-2018 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Per Jeffrey Hollenbeck the facility name changed to Verizon Wireless Tustin HUB.Submit RUR for change. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 02-01-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Onsite with Jeff Hollenbeck. Reviewed SPCC plan,PE certified on on 6/7/12.Monthly inspection reports available from 6/4/12 to 1/8/16. Employee training is kept electronically.The following are present onsite:5000-gallon diesel back-up generator Eval Division: Orange County Environmental Health Eval Program: APSA Eval Source: CERS TC5655027.2s Page 184 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number VERIZON WIRELESS:TUSTIN MTSO (Continued) S123503565 Eval General Type: Other/Unknown Eval Date: 04-24-2017 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: CERS 2017-Accepted pending next field inspection/CUPA,Hospital, RWQCB phone#s incorrect Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 06-17-2014 Violations Found: Yes Eval Type: Other,not routine,done by local agency Eval Notes: Nondisclosure violation Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 07-20-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Read/review 2015 HMBEP.All requested changes made.Accepted. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 09-20-2018 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Per Jeffrey Hollenbeck the facility name changed to Verizon Wireless Tustin HUB.Submit RUR for change. Eval Division: Orange County Environmental Health Eval Program: APSA Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 09-25-2018 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine inspection.Observed the following hazardous materials that meet threshold reporting limits:-3350 cubic feet HFC-227ea compressed gas(Reporting threshold is 1,000 cubic feet)- Lead acid batteries for back-up power(Undetermined amount.Reporting threshold is 55 gallons electrolyte)-5,000 gallon diesel back-up generator belly tank(Reporting threshold is 55 gallons)-Ethylene glycol for back-up generator cooling system(Undetermined amount. Reporting threshold is 55 gallons)The Business Emergency Plan is available for review. Employee training records are current and available for review. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown TC5655027.2s Page 185 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number VERIZON WIRELESS:TUSTIN MTSO (Continued) S123503565 Eval Date: 10-15-2016 Violations Found: No Eval Type: Other, not routine,done by local agency Eval Notes: duplicate FAs in EC:review&accept 2/10/16 HM/APSA submittal//6 HM reported=ethylene glycol(160 g),Chlorodifluoromethane(397 Ib), Diesel fuel(5000 g),Lead acid batteries(1800 g),HFC-227(3757 Ib) &HFC 236(75 Ib) Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Coordinates: Site ID: 168786 Facility Name: Verizon Wireless:Tustin MTSO Env Int Type Code: HMBP Program ID: 10165159 Coord Name: Not reported Ref Point Type Desc: Center of a facility or station. Latitude: 33.714090 Longitude: -117.805740 Affiliation: Affiliation Type Desc: Document Preparer Entity Name: Myrna Allende Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Facility Mailing Address Entity Name: Mailing Address Entity Title: Not reported Affiliation Address: 15505 Sand Canyon Avenue,MS D-104 Affiliation City: Irvine Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92618 Affiliation Phone: Not reported Affiliation Type Desc: CUPA District Entity Name: Orange County Env Health Entity Title: Not reported Affiliation Address: 1241 East Dyer RoadSuite 120 Affiliation City: Santa Ana Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92705-5611 Affiliation Phone: (714)433-6000 Affiliation Type Desc: Environmental Contact Entity Name: Environmental Compliance Entity Title: Not reported Affiliation Address: 15505 Sand Canyon Avenue,MS D-104 TC5655027.2s Page 186 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number VERIZON WIRELESS:TUSTIN MTSO (Continued) S123503565 Affiliation City: Irvine Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92618 Affiliation Phone: Not reported Affiliation Type Desc: Legal Owner Entity Name: Verizon Wireless Entity Title: Not reported Affiliation Address: 15505 Sand Canyon Avenue,MS D-104 Affiliation City: Irvine Affiliation State: CA Affiliation Country: United States Affiliation Zip: 92618 Affiliation Phone: (949)286-7000 Affiliation Type Desc: Operator Entity Name: Verizon Wireless Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: (949)286-7000 Affiliation Type Desc: Parent Corporation Entity Name: Verizon Wireless[Southern California] Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Identification Signer Entity Name: Myrna Allende Entity Title: Regulatory Specialist Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported CERS TANKS: Site ID: 168786 CERS ID: 10165159 Site Name: VERIZON WIRELESS:TUSTIN MTSO CERS Description: Chemical Storage Facilities Violations: Site ID: 168786 Site Name: Verizon Wireless:Tustin MTSO Violation Date: 02-01-2016 TC5655027.2s Page 187 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number VERIZON WIRELESS:TUSTIN MTSO (Continued) S123503565 Citation: 19 CCR 6.95 25508(a)(1)-California Code of Regulations,Title 19, Chapter 6.95,Section(s)25508(a)(1) Violation Description: Failure to complete and electronically submit the Business Activities Page and/or Business Owner Operator Identification Page. Violation Notes: Returned to compliance on 06/12/2017.On the Business Activities page submitted via CERS on 6/22/15 you have selected"NO"for ASTs storing greater than 1,320 gallons of petroleum products.Please select"YES" and resubmit. Violation Division: Orange County Environmental Health Violation Program: HMRRP Violation Source: CERS Site ID: 168786 Site Name: Verizon Wireless:Tustin MTSO Violation Date: 06-17-2014 Citation: HSC 6.95 25505(a)-California Health and Safety Code,Chapter 6.95, Section(s)25505(a) Violation Description: Owner/Operator failed to complete and/or submit a Hazardous Materials Business Plan when storing hazardous materials at or above the thresholds quantities of 55 gallons/500 lbs/200 cubic feet. Violation Notes: Returned to compliance on 06/22/2015. Violation Division: Orange County Environmental Health Violation Program: HMRRP Violation Source: CERS Evaluation: Eval General Type: Other/Unknown Eval Date: 05-25-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: APST technical review. Eval Division: Orange County Environmental Health Eval Program: APSA Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 09-25-2018 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine inspection.Observed the 5,000 gallon diesel belly tank for the back-up generator.The SPCC Plan is on site and was certified in March 2017. Employee training records are current and available for review.Monthly tank inspection logs are available for review. Eval Division: Orange County Environmental Health Eval Program: APSA Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 03-12-2015 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine APST inspection.Consent to enter and inspect granted by Scott Nomi and Jeff Hollenbeck.Verified one 5,000 gallon aboveground diesel tank for the generator outside at the rear of the building.Reviewed the SPCC Plan.Professional Engineer(PE) Certification on the SPCC Plan dated 6/2012.Monthly inspection TC5655027.2s Page 188 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number VERIZON WIRELESS:TUSTIN MTSO (Continued) S123503565 checklists are complete and current.The SPCC Plan includes a description of secondary containment for the tank. Received verification of annual SPCC employee training via email for Jeffrey Hollenbeck.All annual employee training is completed and managed electronically. Eval Division: Orange County Environmental Health Eval Program: APSA Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 06-22-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Read/review the HMBEP submittal in CERS. Rejected:The business activities pages list the site with a zip code of 92680 an din Alameda County.In fact,the zip is 92780 and in Orange County.Please update and re submit.The inventory and BEP are OK. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 02-01-2016 Violations Found: Yes Eval Type: Routine done by local agency Eval Notes: Onsite to conduct a routine hazardous material business emergency plan HMBEP inspection.Consent to enter and take photos if necessary was granted by the Sr.Technician,Jeff Hollenbeck.No photos were taken on this date.The following materials were observed: Chlorodifluoromethane A/C refrigerant(not directly observed)Lead acid batteries 24 cells x 5=approx. 1800 gallons of electrolyte HFC-227ea fire suppression gas 10 cylinders=approx.3757 cu.ft. Diesel fuel 5000 gallons Ethylene glycol in back-up generator(not directly observed)160 gallons HFC-236 A/C refrigerant(not directly observed)=approx.75 pounds The CERS 10165159 submittal dated 6/22/15 was reviewed onsite during this inspection.A copy of this inspection will be sent to Jeffrey.Hol lenbeck@vzw.com Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 09-20-2018 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Per Jeffrey Hollenbeck the facility name changed to Verizon Wireless Tustin HUB.Submit RUR for change. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 02-01-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Onsite with Jeff Hollenbeck. Reviewed SPCC plan,PE certified on on 6/7/12.Monthly inspection reports available from 6/4/12 to 1/8/16. TC5655027.2s Page 189 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number VERIZON WIRELESS:TUSTIN MTSO (Continued) S123503565 Employee training is kept electronically.The following are present onsite:5000-gallon diesel back-up generator Eval Division: Orange County Environmental Health Eval Program: APSA Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 04-24-2017 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: CERS 2017-Accepted pending next field inspection/CUPA,Hospital, RWQCB phone#s incorrect Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 06-17-2014 Violations Found: Yes Eval Type: Other,not routine,done by local agency Eval Notes: Nondisclosure violation Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 07-20-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Read/review 2015 HMBEP.All requested changes made.Accepted. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 09-20-2018 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Per Jeffrey Hollenbeck the facility name changed to Verizon Wireless Tustin HUB.Submit RUR for change. Eval Division: Orange County Environmental Health Eval Program: APSA Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 09-25-2018 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine inspection.Observed the following hazardous materials that meet threshold reporting limits:-3350 cubic feet HFC-227ea compressed gas(Reporting threshold is 1,000 cubic feet)- Lead acid batteries for back-up power(Undetermined amount.Reporting threshold is 55 gallons electrolyte)-5,000 gallon diesel back-up generator belly tank(Reporting threshold is 55 gallons)-Ethylene glycol for back-up generator cooling system(Undetermined amount. Reporting threshold is 55 gallons)The Business Emergency Plan is available for review. Employee training records are current and TC5655027.2s Page 190 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number VERIZON WIRELESS:TUSTIN MTSO (Continued) S123503565 available for review. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 10-15-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: duplicate FAs in EC:review&accept 2/10/16 HM/APSA submittal//6 HM reported=ethylene glycol(160 g),Chlorodifluoromethane(397 Ib), Diesel fuel(5000 g),Lead acid batteries(1800 g),HFC-227(3757 Ib) &HFC 236(75 Ib) Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Coordinates: Site ID: 168786 Facility Name: Verizon Wireless:Tustin MTSO Env Int Type Code: HMBP Program ID: 10165159 Coord Name: Not reported Ref Point Type Desc: Center of a facility or station. Latitude: 33.714090 Longitude: -117.805740 Affiliation: Affiliation Type Desc: Document Preparer Entity Name: Myrna Allende Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Facility Mailing Address Entity Name: Mailing Address Entity Title: Not reported Affiliation Address: 15505 Sand Canyon Avenue,MS D-104 Affiliation City: Irvine Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92618 Affiliation Phone: Not reported Affiliation Type Desc: CUPA District Entity Name: Orange County Env Health Entity Title: Not reported Affiliation Address: 1241 East Dyer RoadSuite 120 Affiliation City: Santa Ana Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92705-5611 TC5655027.2s Page 191 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number VERIZON WIRELESS:TUSTIN MTSO (Continued) S123503565 Affiliation Phone: (714)433-6000 Affiliation Type Desc: Environmental Contact Entity Name: Environmental Compliance Entity Title: Not reported Affiliation Address: 15505 Sand Canyon Avenue,MS D-104 Affiliation City: Irvine Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92618 Affiliation Phone: Not reported Affiliation Type Desc: Legal Owner Entity Name: Verizon Wireless Entity Title: Not reported Affiliation Address: 15505 Sand Canyon Avenue,MS D-104 Affiliation City: Irvine Affiliation State: CA Affiliation Country: United States Affiliation Zip: 92618 Affiliation Phone: (949)286-7000 Affiliation Type Desc: Operator Entity Name: Verizon Wireless Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: (949)286-7000 Affiliation Type Desc: Parent Corporation Entity Name: Verizon Wireless[Southern California] Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Identification Signer Entity Name: Myrna Allende Entity Title: Regulatory Specialist Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported TC5655027.2s Page 192 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number H34 AST A100336938 SSW 2792 WALNUT AVE N/A <1/8 TUSTIN,CA 0.112 mi. 590 ft. Site 2 of 6 in cluster H Relative: AST: Lower Certified Unified Program Agencies: Orange Actual: Owner: VERIZON TUSTIN MTSO 63 ft. Total Gallons: 1,320 CERSID: Not reported Facility ID: Not reported Business Name: Not reported Phone: Not reported Fax: Not reported Mailing Address: Not reported Mailing Address City: Not reported Mailing Address State: Not reported Mailing Address Zip Code: Not reported Operator Name: Not reported Operator Phone: Not reported Owner Phone: Not reported Owner Mail Address: Not reported Owner State: Not reported Owner Zip Code: Not reported Owner Country: Not reported Property Owner Name: Not reported Property Owner Phone: Not reported Property Owner Mailing Address: Not reported Property Owner City: Not reported Property Owner Stat: Not reported Property Owner Zip Code: Not reported Property Owner Country: Not reported EPAID: Not reported H35 VERIZON WIRELESS:TUSTIN MTSO AST A100425895 SSW 2792 WALNUT AVE N/A <1/8 TUSTIN,CA 92780 0.112 mi. 590 ft. Site 3 of 6 in cluster H Relative: AST: Lower Certified Unified Program Agencies: Not reported Actual: Owner: Verizon Wireless 63 ft. Total Gallons: Not reported CERSID: 10165159 Facility ID: FA0051252 Business Name: Verizon Wireless[Southern California] Phone: (949)286-7442 Fax: N/A Mailing Address: 15505 Sand Canyon Avenue, MS D-104 Mailing Address City: Irvine Mailing Address State: CA Mailing Address Zip Code: 92618 Operator Name: Verizon Wireless Operator Phone: (949)286-7000 Owner Phone: (949)286-7000 Owner Mail Address: 15505 Sand Canyon Avenue, MS D-104 Owner State: CA Owner Zip Code: 92618 TC5655027.2s Page 193 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number VERIZON WIRELESS:TUSTIN MTSO (Continued) A100425895 Owner Country: United States Property Owner Name: Not reported Property Owner Phone: Not reported Property Owner Mailing Address: Not reported Property Owner City: Not reported Property Owner Stat: Not reported Property Owner Zip Code: Not reported Property Owner Country: Not reported EPAID: Not reported H36 RICH HEALTH SEMS-ARCHIVE 1003878327 SSW 2792 WALNUT AVE. CAD040525826 <1/8 TUSTIN,CA 92680 0.112 mi. 590 ft. Site 4 of 6 in cluster H Relative: SEMS Archive: Lower Site ID: 0901321 Actual: EPA ID: CAD040525826 63 ft. Cong District: 38 RPS Code: 06059 FF: N NPL: Not on the NPL Non NPL Status: NFRAP-Site does not qualify for the NPL based on existing information SEMS Archive Detail: Region: 09 Site ID: 0901321 EPA ID: CAD040525826 Site Name: RICH HEALTH NPL: N FF: N OU: 00 Action Code: VS Action Name: ARCH SITE SEQ: 1 Start Date: Not reported Finish Date: 1992-06-01 04:00:00 Qual: Not reported Current Action Lead: EPA Perf In-Hse Region: 09 Site ID: 0901321 EPA ID: CAD040525826 Site Name: RICH HEALTH NPL: N FF: N OU: 00 Action Code: PA Action Name: PA SEQ: 1 Start Date: Not reported Finish Date: 1992-06-01 04:00:00 Qual: N Current Action Lead: EPA Perf Region: 09 Site ID: 0901321 TC5655027.2s Page 194 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number RICH HEALTH (Continued) 1003878327 EPA ID: CAD040525826 Site Name: RICH HEALTH NPL: N FF: N OU: 00 Action Code: DS Action Name: DISCVRY SEQ: 1 Start Date: 1990-10-26 04:00:00 Finish Date: 1990-10-26 04:00:00 Qual: Not reported Current Action Lead: EPA Perf 137 PALTEX EDITING&PROD SYS LTD RCRA-SQG 1000404136 SW 2752 WALNUT AVE FINDS CAD981583115 <1/8 TUSTIN,CA 92780 ECHO 0.113 mi. 597 ft. Site 1 of 3 in cluster I Relative: RCRA-SQG: Lower Date form received by agency:12/30/1987 Actual: Facility name: PALTEX EDITING&PROD SYS LTD 65 ft. Facility address: 2752 WALNUT AVE TUSTIN,CA 92780 EPA ID: CAD981583115 Contact: ENVIRONMENTAL MANAGER Contact address: 2752 WALNUT AVE TUSTIN,CA 92680 Contact country: US Contact telephone: 714-838-8833 Contact email: Not reported EPA Region: 09 Classification: Small Small Quantity Generator Description: Handler:generates more than 100 and less than 1000 kg of hazardous waste during any calendar month and accumulates less than 6000 kg of hazardous waste at any time;or generates 100 kg or less of hazardous waste during any calendar month,and accumulates more than 1000 kg of hazardous waste at any time Owner/Operator Summary: Owner/operator name: NOT REQUIRED Owner/operator address: NOT REQUIRED NOT REQUIRED,ME 99999 Owner/operator country: Not reported Owner/operator telephone: 415-555-1212 Owner/operator email: Not reported Owner/operator fax: Not reported Owner/operator extension: Not reported Legal status: Private Owner/Operator Type: Operator Owner/Op start date: Not reported Owner/Op end date: Not reported Owner/operator name: R F BONNER Owner/operator address: NOT REQUIRED NOT REQUIRED,ME 99999 TC5655027.2s Page 195 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PALTEX EDITING&PROD SYS LTD (Continued) 1000404136 Owner/operator country: Not reported Owner/operator telephone: 415-555-1212 Owner/operator email: Not reported Owner/operator fax: Not reported Owner/operator extension: Not reported Legal status: Private Owner/Operator Type: Owner Owner/Op start date: Not reported Owner/Op end date: Not reported Handler Activities Summary: U.S.importer of hazardous waste: No Mixed waste(haz.and radioactive): No Recycler of hazardous waste: No Transporter of hazardous waste: No Treater,storer or disposer of HW: No Underground injection activity: No On-site burner exemption: No Furnace exemption: No Used oil fuel burner: No Used oil processor: No User oil refiner: No Used oil fuel marketer to burner: No Used oil Specification marketer: No Used oil transfer facility: No Used oil transporter: No Violation Status: No violations found FINDS: Registry ID: 110006471629 Environmental Interest/Information System RCRAInfo is a national information system that supports the Resource Conservation and Recovery Act(RCRA)program through the tracking of events and activities related to facilities that generate,transport, and treat,store,or dispose of hazardous waste.RCRAInfo allows RCRA program staff to track the notification,permit,compliance,and corrective action activities required under RCRA. C;lirk this hgpPrlink while viewing on your computer to access additional FINDS:detail in the EDR Site Report. ECHO: Envid: 1000404136 Registry ID: 110006471629 DFR URL: hftp://echo.epa.gov/detailed-facility-report?fid=110006471629 TC5655027.2s Page 196 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number G38 AUTOMAX INC RCRA-SQG 1000595296 NW 14401 FRANKLIN AVE FINDS CAD983592270 <1/8 TUSTIN,CA 92780 ECHO 0.116 mi. HAZNET 611 ft. Site 4 of 4 in cluster G Relative: RCRA-SQG: Higher Date form received by agency:06/20/1991 Actual: Facility name: AUTOMAX INC 70 ft. Facility address: 14401 FRANKLIN AVE TUSTIN,CA 92780 EPA ID: CAD983592270 Contact: BENNETT BRIAN Contact address: 14401 FRANKLIN AVE TUSTIN,CA 92680 Contact country: US Contact telephone: 714-544-4455 Contact email: Not reported EPA Region: 09 Classification: Small Small Quantity Generator Description: Handler:generates more than 100 and less than 1000 kg of hazardous waste during any calendar month and accumulates less than 6000 kg of hazardous waste at any time;or generates 100 kg or less of hazardous waste during any calendar month,and accumulates more than 1000 kg of hazardous waste at any time Owner/Operator Summary: Owner/operator name: BRIAN BENNETT Owner/operator address: NOT REQUIRED NOT REQUIRED,ME 99999 Owner/operator country: Not reported Owner/operator telephone: 415-555-1212 Owner/operator email: Not reported Owner/operator fax: Not reported Owner/operator extension: Not reported Legal status: Private Owner/Operator Type: Owner Owner/Op start date: Not reported Owner/Op end date: Not reported Owner/operator name: NOT REQUIRED Owner/operator address: NOT REQUIRED NOT REQUIRED,ME 99999 Owner/operator country: Not reported Owner/operator telephone: 415-555-1212 Owner/operator email: Not reported Owner/operator fax: Not reported Owner/operator extension: Not reported Legal status: Private Owner/Operator Type: Operator Owner/Op start date: Not reported Owner/Op end date: Not reported Handler Activities Summary: U.S.importer of hazardous waste: No Mixed waste(haz.and radioactive): No Recycler of hazardous waste: No Transporter of hazardous waste: No TC5655027.2s Page 197 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AUTOMAX INC (Continued) 1000595296 Treater,storer or disposer of HW: No Underground injection activity: No On-site burner exemption: No Furnace exemption: No Used oil fuel burner: No Used oil processor: No User oil refiner: No Used oil fuel marketer to burner: No Used oil Specification marketer: No Used oil transfer facility: No Used oil transporter: No Violation Status: No violations found FINDS: Registry ID: 110009548267 Environmental Interest/Information System RCRAInfo is a national information system that supports the Resource Conservation and Recovery Act(RCRA)program through the tracking of events and activities related to facilities that generate,transport, and treat,store,or dispose of hazardous waste.RCRAInfo allows RCRA program staff to track the notification,permit,compliance,and corrective action activities required under RCRA. dirk this hgpprlink while viewing on your computer to access additional FINDS:detail in the EDR Site Report. ECHO: Envid: 1000595296 Registry ID: 110009548267 DFR URL: hftp://echo.epa.gov/detailed-facility-report?fid=110009548267 HAZN ET: Site Name: FRANKLIN AVE PROPERTY Year: 2016 GEPAID: CAC002876902 Contact: DANIEL WHANG Telephone: 9497270800 Mailing Name: Not reported Mailing Address: 8687 RESEARCH DR#150 Mailing City,St,Zip: IRVINE,CA 92618 Gen County: Orange TSD EPA ID: CAT080013352 TSD County: Los Angeles Waste Category: Aqueous solution with total organic residues less than 10 percent Disposal Method: Other Recovery Of Reclamation For Reuse Including Acid Regeneration, Organics Recovery Ect Tons: 2.73 Cat Decode: Not reported Method Decode: Not reported Facility County: Orange Site Name: AUTOMAX INC Year: 1997 TC5655027.2s Page 198 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AUTOMAX INC (Continued) 1000595296 GEPAID: CAD983592270 Contact: BRIAN BENNETT Telephone: 4155551212 Mailing Name: Not reported Mailing Address: 14401 FRANKLIN AVE Mailing City,St,Zip: TUSTIN,CA 927807012 Gen County: Not reported TSD EPA ID: CAT080013352 TSD County: Not reported Waste Category: Aqueous solution with total organic residues 10 percent or more Disposal Method: Recycler Tons: 2.0224 Cat Decode: Not reported Method Decode: Not reported Facility County: Orange Site Name: AUTOMAX INC Year: 1996 GEPAID: CAD983592270 Contact: BRIAN BENNETT Telephone: 4155551212 Mailing Name: Not reported Mailing Address: 14401 FRANKLIN AVE Mailing City,St,Zip: TUSTIN,CA 927807012 Gen County: Not reported TSD EPA ID: CAT080013352 TSD County: Not reported Waste Category: Aqueous solution with total organic residues 10 percent or more Disposal Method: Recycler Tons: 4.4200 Cat Decode: Not reported Method Decode: Not reported Facility County: Orange Site Name: AUTOMAX INC Year: 1995 GEPAID: CAD983592270 Contact: BRIAN BENNETT Telephone: 4155551212 Mailing Name: Not reported Mailing Address: 14401 FRANKLIN AVE Mailing City,St,Zip: TUSTIN,CA 927807012 Gen County: Not reported TSD EPA ID: CAT080013352 TSD County: Not reported Waste Category: Aqueous solution with total organic residues 10 percent or more Disposal Method: Recycler Tons: 1.9390 Cat Decode: Not reported Method Decode: Not reported Facility County: Orange Site Name: AUTOMAX INC Year: 1995 GEPAID: CAD983592270 Contact: BRIAN BENNETT Telephone: 4155551212 TC5655027.2s Page 199 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AUTOMAX INC (Continued) 1000595296 Mailing Name: Not reported Mailing Address: 14401 FRANKLIN AVE Mailing City,St,Zip: TUSTIN,CA 927807012 Gen County: Not reported TSD EPA ID: CAT080013352 TSD County: Not reported Waste Category: Unspecified aqueous solution Disposal Method: Recycler Tons: 1.3135 Cat Decode: Not reported Method Decode: Not reported Facility County: Orange dirk this hgpprlink while viewing on your computer to access 3 additional CA_HAZNET:record(s)in the EDR Site Report. F39 CHEEK ENGINEERING&STAMPING RCRA-SQG 1000203153 NNW 14341 FRANKLIN AVENUE FINDS CAD981171838 <1/8 TUSTIN,CA 92780 ECHO 0.122 mi. EMI 645 ft. Site 2 of 2 in cluster F HAZN ET Relative: CERS Higher RCRA-SQG: Actual: Date form received by agency:01/22/1986 72 ft. Facility name: CHEEK ENGINEERING Facility address: 14341 FRANKLIN TUSTIN,CA 92780 EPA ID: CAD981171838 Contact: ENVIRONMENTAL MANAGER Contact address: 14341 FRANKLIN TUSTIN,CA 92680 Contact country: US Contact telephone: 714-832-9480 Contact email: Not reported EPA Region: 09 Classification: Small Small Quantity Generator Description: Handler:generates more than 100 and less than 1000 kg of hazardous waste during any calendar month and accumulates less than 6000 kg of hazardous waste at any time;or generates 100 kg or less of hazardous waste during any calendar month,and accumulates more than 1000 kg of hazardous waste at any time Owner/Operator Summary: Owner/operator name: CHEEK ENGINEERING Owner/operator address: NOT REQUIRED NOT REQUIRED,ME 99999 Owner/operator country: Not reported Owner/operator telephone: 415-555-1212 Owner/operator email: Not reported Owner/operator fax: Not reported Owner/operator extension: Not reported Legal status: Private Owner/Operator Type: Owner Owner/Op start date: Not reported Owner/Op end date: Not reported TC5655027.2s Page 200 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CHEEK ENGINEERING&STAMPING (Continued) 1000203153 Owner/operator name: NOT REQUIRED Owner/operator address: NOT REQUIRED NOT REQUIRED,ME 99999 Owner/operator country: Not reported Owner/operator telephone: 415-555-1212 Owner/operator email: Not reported Owner/operator fax: Not reported Owner/operator extension: Not reported Legal status: Private Owner/Operator Type: Operator Owner/Op start date: Not reported Owner/Op end date: Not reported Handler Activities Summary: U.S.importer of hazardous waste: No Mixed waste(haz.and radioactive): No Recycler of hazardous waste: No Transporter of hazardous waste: No Treater,storer or disposer of HW: No Underground injection activity: No On-site burner exemption: No Furnace exemption: No Used oil fuel burner: No Used oil processor: No User oil refiner: No Used oil fuel marketer to burner: No Used oil Specification marketer: No Used oil transfer facility: No Used oil transporter: No Violation Status: No violations found FINDS: Registry ID: 110006469320 Environmental Interest/Information System AIR EMISSIONS CLASSIFICATION UNKNOWN California Hazardous Waste Tracking System-Datamart(HWTS-DATAMART) provides California with information on hazardous waste shipments for generators,transporters,and treatment,storage,and disposal facilities. RCRAInfo is a national information system that supports the Resource Conservation and Recovery Act(RCRA)program through the tracking of events and activities related to facilities that generate,transport, and treat,store,or dispose of hazardous waste.RCRAInfo allows RCRA program staff to track the notification,permit,compliance,and corrective action activities required under RCRA. dirk this hgpPrlink while viewing on your computer to access additional FINDS:detail in the EDR Site Report. ECHO: Envid: 1000203153 TC5655027.2s Page 201 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CHEEK ENGINEERING&STAMPING (Continued) 1000203153 Registry ID: 110006469320 DFR URL: http://echo.epa.gov/detailed-facility-report?fid=110006469320 EMI: Year: 1987 County Code: 30 Air Basin: SC Facility ID: 4512 Air District Name: SC SIC Code: 3444 Air District Name: SOUTH COAST AQMD Community Health Air Pollution Info System: Not reported Consolidated Emission Reporting Rule: Not reported Total Organic Hydrocarbon Gases Tons/Yr: 2 Reactive Organic Gases Tons/Yr: 0 Carbon Monoxide Emissions Tons/Yr: 0 NOX-Oxides of Nitrogen Tons/Yr: 0 SOX-Oxides of Sulphur Tons/Yr: 0 Particulate Matter Tons/Yr: 0 Part.Matter 10 Micrometers and Smllr Tons/Yr:0 Year: 1990 County Code: 30 Air Basin: SC Facility ID: 4512 Air District Name: SC SIC Code: 3444 Air District Name: SOUTH COAST AQMD Community Health Air Pollution Info System: Not reported Consolidated Emission Reporting Rule: Not reported Total Organic Hydrocarbon Gases Tons/Yr: 1 Reactive Organic Gases Tons/Yr: 0 Carbon Monoxide Emissions Tons/Yr: 0 NOX-Oxides of Nitrogen Tons/Yr: 0 SOX-Oxides of Sulphur Tons/Yr: 0 Particulate Matter Tons/Yr: 0 Part.Matter 10 Micrometers and Smllr Tons/Yr:0 Year: 1993 County Code: 30 Air Basin: SC Facility ID: 4512 Air District Name: SC SIC Code: 3444 Air District Name: SOUTH COAST AQMD Community Health Air Pollution Info System: Not reported Consolidated Emission Reporting Rule: Not reported Total Organic Hydrocarbon Gases Tons/Yr: 1 Reactive Organic Gases Tons/Yr: 0 Carbon Monoxide Emissions Tons/Yr: 0 NOX-Oxides of Nitrogen Tons/Yr: 0 SOX-Oxides of Sulphur Tons/Yr: 0 Particulate Matter Tons/Yr: 0 Part.Matter 10 Micrometers and Smllr Tons/Yr:0 Year: 1995 County Code: 30 TC5655027.2s Page 202 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CHEEK ENGINEERING &STAMPING (Continued) 1000203153 Air Basin: SC Facility ID: 4512 Air District Name: SC SIC Code: 3444 Air District Name: SOUTH COAST AQMD Community Health Air Pollution Info System: Not reported Consolidated Emission Reporting Rule: Not reported Total Organic Hydrocarbon Gases Tons/Yr: 1 Reactive Organic Gases Tons/Yr: 0 Carbon Monoxide Emissions Tons/Yr: 0 NOX-Oxides of Nitrogen Tons/Yr: 0 SOX-Oxides of Sulphur Tons/Yr: 0 Particulate Matter Tons/Yr: 0 Part.Matter 10 Micrometers and Smllr Tons/Yr:0 Year: 1996 County Code: 30 Air Basin: SC Facility ID: 4512 Air District Name: SC SIC Code: 3444 Air District Name: SOUTH COAST AQMD Community Health Air Pollution Info System: Not reported Consolidated Emission Reporting Rule: Not reported Total Organic Hydrocarbon Gases Tons/Yr: 1 Reactive Organic Gases Tons/Yr: 0 Carbon Monoxide Emissions Tons/Yr: 0 NOX-Oxides of Nitrogen Tons/Yr: 0 SOX-Oxides of Sulphur Tons/Yr: 0 Particulate Matter Tons/Yr: 0 Part.Matter 10 Micrometers and Smllr Tons/Yr:0 Year: 1997 County Code: 30 Air Basin: SC Facility ID: 4512 Air District Name: SC SIC Code: 3444 Air District Name: SOUTH COAST AQMD Community Health Air Pollution Info System: Not reported Consolidated Emission Reporting Rule: Not reported Total Organic Hydrocarbon Gases Tons/Yr: 1 Reactive Organic Gases Tons/Yr: 0 Carbon Monoxide Emissions Tons/Yr: 0 NOX-Oxides of Nitrogen Tons/Yr: 0 SOX-Oxides of Sulphur Tons/Yr: 0 Particulate Matter Tons/Yr: 0 Part.Matter 10 Micrometers and Smllr Tons/Yr:0 Year: 1998 County Code: 30 Air Basin: SC Facility ID: 4512 Air District Name: SC SIC Code: 3444 Air District Name: SOUTH COAST AQMD Community Health Air Pollution Info System: Not reported TC5655027.2s Page 203 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CHEEK ENGINEERING&STAMPING (Continued) 1000203153 Consolidated Emission Reporting Rule: Not reported Total Organic Hydrocarbon Gases Tons/Yr: 1 Reactive Organic Gases Tons/Yr: 0 Carbon Monoxide Emissions Tons/Yr: 0 NOX-Oxides of Nitrogen Tons/Yr: 0 SOX-Oxides of Sulphur Tons/Yr: 0 Particulate Matter Tons/Yr: 0 Part.Matter 10 Micrometers and Smllr Tons/Yr:O Year: 1999 County Code: 30 Air Basin: SC Facility ID: 4512 Air District Name: SC SIC Code: 3444 Air District Name: SOUTH COAST AQMD Community Health Air Pollution Info System: Not reported Consolidated Emission Reporting Rule: Not reported Total Organic Hydrocarbon Gases Tons/Yr: 1 Reactive Organic Gases Tons/Yr: 0 Carbon Monoxide Emissions Tons/Yr: 0 NOX-Oxides of Nitrogen Tons/Yr: 0 SOX-Oxides of Sulphur Tons/Yr: 0 Particulate Matter Tons/Yr: 0 Part.Matter 10 Micrometers and Smllr Tons/Yr:O Year: 2000 County Code: 30 Air Basin: SC Facility ID: 4512 Air District Name: SC SIC Code: 3444 Air District Name: SOUTH COAST AQMD Community Health Air Pollution Info System: Not reported Consolidated Emission Reporting Rule: Not reported Total Organic Hydrocarbon Gases Tons/Yr: 1 Reactive Organic Gases Tons/Yr: 0 Carbon Monoxide Emissions Tons/Yr: 0 NOX-Oxides of Nitrogen Tons/Yr: 0 SOX-Oxides of Sulphur Tons/Yr: 0 Particulate Matter Tons/Yr: 0 Part.Matter 10 Micrometers and Smllr Tons/Yr:O Year: 2001 County Code: 30 Air Basin: Sc Facility ID: 4512 Air District Name: Sc SIC Code: 3444 Air District Name: SOUTH COAST AQMD Community Health Air Pollution Info System: Not reported Consolidated Emission Reporting Rule: Not reported Total Organic Hydrocarbon Gases Tons/Yr: 1 Reactive Organic Gases Tons/Yr: 0 Carbon Monoxide Emissions Tons/Yr: 0 NOX-Oxides of Nitrogen Tons/Yr: 0 SOX-Oxides of Sulphur Tons/Yr: 0 TC5655027.2s Page 204 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CHEEK ENGINEERING&STAMPING (Continued) 1000203153 Particulate Matter Tons/Yr: 0 Part.Matter 10 Micrometers and Smllr Tons/Yr:0 HAZN ET: Site Name: CHEEK ENGINEERING&STAMPING CORP Year: 2013 GEPAID: CAD981171838 Contact: JULIA HUFF/VP Telephone: 7148329480 Mailing Name: Not reported Mailing Address: 14341 FRANKLIN AVE Mailing City,St,Zip: TUSTIN,CA 927800000 Gen County: Orange TSD EPA ID: CAD008252405 TSD County: Los Angeles Waste Category: Not reported Disposal Method: Fuel Blending Prior To Energy Recovery At Another Site Tons: 1.089 Cat Decode: Not reported Method Decode: Not reported Facility County: Not reported Site Name: CHEEK ENGINEERING&STAMPING CORP Year: 2013 GEPAID: CAD981171838 Contact: JULIA HUFF/VP Telephone: 7148329480 Mailing Name: Not reported Mailing Address: 14341 FRANKLIN AVE Mailing City,St,Zip: TUSTIN,CA 927800000 Gen County: Orange TSD EPA ID: CAD008252405 TSD County: Los Angeles Waste Category: Not reported Disposal Method: Fuel Blending Prior To Energy Recovery At Another Site Tons: 1.089 Cat Decode: Not reported Method Decode: Not reported Facility County: Not reported Site Name: CHEEK ENGINEERING&STAMPING CORP Year: 2010 GEPAID: CAD981171838 Contact: CHRIS HUFF Telephone: 7148329480 Mailing Name: Not reported Mailing Address: 14341 FRANKLIN AVE Mailing City,St,Zip: TUSTIN,CA 927800000 Gen County: Not reported TSD EPA ID: CAD008252405 TSD County: Not reported Waste Category: Hydrocarbon solvents(benzene,hexane,Stoddard,Etc.) Disposal Method: Fuel Blending Prior To Energy Recovery At Another Site Tons: 0.22935 Cat Decode: Not reported Method Decode: Not reported Facility County: Orange TC5655027.2s Page 205 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CHEEK ENGINEERING &STAMPING (Continued) 1000203153 Site Name: CHEEK ENGINEERING&STAMPING CORP Year: 2010 GEPAID: CAD981171838 Contact: CHRIS HUFF Telephone: 7148329480 Mailing Name: Not reported Mailing Address: 14341 FRANKLIN AVE Mailing City,St,Zip: TUSTIN,CA 927800000 Gen County: Not reported TSD EPA ID: CAD008252405 TSD County: Not reported Waste Category: Hydrocarbon solvents(benzene,hexane,Stoddard,Etc.) Disposal Method: Fuel Blending Prior To Energy Recovery At Another Site Tons: 0.22935 Cat Decode: Not reported Method Decode: Not reported Facility County: Orange Site Name: CHEEK ENGINEERING&STAMPING CORP Year: 2010 GEPAID: CAD981171838 Contact: CHRIS HUFF Telephone: 7148329480 Mailing Name: Not reported Mailing Address: 14341 FRANKLIN AVE Mailing City,St,Zip: TUSTIN,CA 927800000 Gen County: Not reported TSD EPA ID: CAD008252405 TSD County: Not reported Waste Category: Hydrocarbon solvents(benzene,hexane,Stoddard,Etc.) Disposal Method: Fuel Blending Prior To Energy Recovery At Another Site Tons: 0.22935 Cat Decode: Not reported Method Decode: Not reported Facility County: Orange C;lirk this hgpPrlink while viewing on your computer to access 81 additional CA_HAZNET:record(s)in the EDR Site Report. CERS TANKS: Site ID: 458972 CERS ID: 110006469320 Site Name: CHEEK ENGINEERING&STAMPING CERS Description: US EPA Air Emission Inventory System(EIS) Affiliation: Affiliation Type Desc: Environmental Contact Entity Name: ENVIR MGMT Entity Title: Not reported Affiliation Address: 14341 FRANKLIN Affiliation City: TUSTIN Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported TC5655027.2s Page 206 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number E40 CIRCUIT TECH RCRA-SQG 1000181982 West 2640 WALNUT AVE.UNITS DIE CAD052817301 1/8-1/4 TUSTIN,CA 92780 0.125 mi. 662 ft. Site 2 of 2 in cluster E Relative: RCRA-SQG: Higher Date form received by agency:04/15/1999 Actual: Facility name: CIRCUIT TECH 67 ft. Site name: CIRCUIT TECH. INC. Facility address: 2640 WALNUT AVE. UNITS D/E TUSTIN,CA 92780 EPA ID: CAD052817301 Contact: ROBERTO GUTIERREZ Contact address: Not reported Not reported Contact country: US Contact telephone: 714-731-4722 Contact email: Not reported EPA Region: 09 Classification: Small Small Quantity Generator Description: Handler:generates more than 100 and less than 1000 kg of hazardous waste during any calendar month and accumulates less than 6000 kg of hazardous waste at any time;or generates 100 kg or less of hazardous waste during any calendar month,and accumulates more than 1000 kg of hazardous waste at any time Owner/Operator Summary: Owner/operator name: SCOTT KARNES Owner/operator address: NOT REQUIRED NOT REQUIRED,ME 99999 Owner/operator country: Not reported Owner/operator telephone: 415-555-1212 Owner/operator email: Not reported Owner/operator fax: Not reported Owner/operator extension: Not reported Legal status: Private Owner/Operator Type: Owner Owner/Op start date: Not reported Owner/Op end date: Not reported Owner/operator name: NOT REQUIRED Owner/operator address: NOT REQUIRED NOT REQUIRED,ME 99999 Owner/operator country: Not reported Owner/operator telephone: 415-555-1212 Owner/operator email: Not reported Owner/operator fax: Not reported Owner/operator extension: Not reported Legal status: Private Owner/Operator Type: Operator Owner/Op start date: Not reported Owner/Op end date: Not reported Handler Activities Summary: U.S.importer of hazardous waste: No Mixed waste(haz.and radioactive): No Recycler of hazardous waste: No TC5655027.2s Page 207 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CIRCUIT TECH (Continued) 1000181982 Transporter of hazardous waste: No Treater,storer or disposer of HW: No Underground injection activity: No On-site burner exemption: No Furnace exemption: No Used oil fuel burner: No Used oil processor: No User oil refiner: No Used oil fuel marketer to burner: No Used oil Specification marketer: No Used oil transfer facility: No Used oil transporter: No Historical Generators: Date form received by agency:04/14/1986 Site name: CIRCUIT TECH Classification: Small Quantity Generator Violation Status: No violations found J41 PVP ADVANCED EO SYSTEMS INC CERS HAZ WASTE S113136598 North 14312 FRANKLIN AVE STE 100 HAZNET N/A 1/8-1/4 TUSTIN,CA 92780 CERS 0.130 mi. 687 ft. Site 1 of 7 in cluster J Relative: CERS HAZ WASTE: Higher Site ID: 416264 Actual: CERS ID: 10556431 73 ft. CERS Description: Hazardous Waste Generator Violations: Site ID: 416264 Site Name: PVP ADVANCED EO SYSTEMS INC Violation Date: 08-18-2014 Citation: 22 CCR 15 66265.173-California Code of Regulations,Title 22, Chapter 15,Section(s)66265.173 Violation Description: Failure to properly close hazardous waste containers when not in active use. Violation Notes: Returned to compliance on 11/21/2014.The 55 gallon drums of coolant were not properly closed.Keep all drums and containers of wastes properly covered and labeled when not in use. Violation Division: Orange County Environmental Health Violation Program: HW Violation Source: CERS Site ID: 416264 Site Name: PVP ADVANCED EO SYSTEMS INC Violation Date: 07-28-2017 Citation: HSC 6.95 25505(a)(4)-California Health and Safety Code, Chapter 6.95,Section(s)25505(a)(4) Violation Description: Failure to provide initial and annual training to all employees in safety procedures in the event of a release or threatened release of a hazardous material or failure to document and maintain training records for a minimum of three years. Violation Notes: Returned to compliance on 08/14/2017.Submit documentation to this agency to confirm annual hazardous materials training has been completed. Violation Division: Orange County Environmental Health TC5655027.2s Page 208 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PVP ADVANCED EO SYSTEMS INC (Continued) S113136598 Violation Program: HMRRP Violation Source: CERS Site ID: 416264 Site Name: PVP ADVANCED EO SYSTEMS INC Violation Date: 08-18-2014 Citation: 22 CCR 12 66262.34(f)-California Code of Regulations,Title 22, Chapter 12,Section(s)66262.34(f) Violation Description: Failure to properly label hazardous waste accumulation containers with the following requirements:"Hazardous Waste",name and address of the generator,physical and chemical characteristics of the Hazardous Waste,and starting accumulation date. Violation Notes: Returned to compliance on 11/21/2014.Three 55 gallon drums of waste coolant in the storage area are not properly labeled with the required details.Keep all drums of hazardous waste properly labeled at all times. Violation Division: Orange County Environmental Health Violation Program: HW Violation Source: CERS Evaluation: Eval General Type: Compliance Evaluation Inspection Eval Date: 07-28-2017 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous waste inspection.Consent to enter and inspect granted by Sven Amundsen.Observed the shop areas,waste storage areas,perimeter of facility and trash container.Containers of wastes are covered and labeled.Wastes include machine coolant, oily water,spray booth filters,and Alodine conversion coating. Manifests for waste disposal are available for review.Emergency response and contact information is available on site.Verified the owner as PVP Advanced EO Systems Inc. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 08-18-2014 Violations Found: Yes Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous waste inspection.Consent to enter and inspect granted by Geoff Downer.Observed the shop area,waste storage area,perimeter of facility and trash container.Drums of waste appear to be in good condition.Wastes include cutting coolant,paint solids, ultrasonic cleaner,and lab pack adhesive.Manifests for waste disposal are available for review.Complete the emergency response label and post in the facility.Verified the owner as PVP Advanced EO Systems Inc.Correct the violations within 30 days.Complete the attached CRC and return to this agency. . Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 07-08-2015 Violations Found: No TC5655027.2s Page 209 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PVP ADVANCED EO SYSTEMS INC (Continued) S113136598 Eval Type: Other,not routine,done by local agency Eval Notes: Read/review pre 2015 HMBEP submission.Accepted pending review of the more recent submission. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 07-28-2017 Violations Found: Yes Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous materials inspection.Consent to enter and inspect granted by Sven Amundsen.Observed the hazardous materials storage areas.The following reportable hazardous materials were observed today:-110 gallons semi-synthetic cutting lube#460-Two 7 gallon LPG tanks for forklifts(-460 cubic feet)-Approximately 500 gallons water soluble machine coolant(CNC machines and drums)-7 bottles compressed nitrogen gas(-2100 cubic feet)-330 gallons oily water/coolant waste-70 gallons ultra-sonic cleaner-55 gallons way lube Emergency response and contact information available on site. Correct the violation within 30 days of receipt of this report. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 08-06-2013 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous waste inspection.Consent to enter and inspect granted by Geoff Downer.Observed the shop areas,waste storage areas,perimeter of facility and trash container.Drums of wastes are covered and labeled.Wastes include coolant,paint/solvent, paint solids,and oily water.Manifests for waste disposal are available for review.Complete the emergency response label and post in the facility.Verified the owner as PVP Advanced EO Systems Inc. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 08-18-2014 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous materials inspection.Consent to enter and inspect granted by Geoff Downer.Observed the shop and hazardous materials storage areas.The following hazardous materials were observed today:-55 gallon drum of petroleum cutting coolant-5 gallon containers of various petroleum oil(approximately 20 containers)-2 propane cylinders for forklifts-6 nitrogen cylinders (approximately 300 cubic feet each)-1 container of waste coolant (approximately 300 gallons)-3-55 gallon drums of waste coolant-1 ultrasonic cleaning tank(approximately 60 gallons)-1-55 gallon drum of waste paint solids(approximately 300 pounds)Businesses who handle or store hazardous materials in quantities equal to or exceeding 55 gallons of liquid,500 pounds of solid,or 200 cubic feet of a gas are required to disclose the materials as part of the Hazardous Materials TC5655027.2s Page 210 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PVP ADVANCED EO SYSTEMS INC (Continued) S113136598 Business Plan(HMBP).The HMBP is required to be submitted electronically by using[Truncated] Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 06-28-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Facility has complied with 2016 HMBEP reporting requirement.Reviewed HMBEP submittal on E-submit.Package was declined and an email sent to the facility contact.The following corrections are still needed: EMERGENCY PLAN Training?please indicate frequency of training(i.e. upon hire and annually thereafter)CHEMICAL INVENTORY An onsite inspection conducted on 8/18/2014 indicated that you also have propane on site at approximately 9 gallons total.Please add this material to your disclosure.Waste Paint Solids?this material is below the reporting threshold of 500 pounds and should be removed from your disclosure. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 08-14-2017 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Review CERS submittal. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 11-25-2014 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: This agency received the Certificate of Return to Compliance for the violations issued on 8/18/14.All violations abated.No outstanding violations. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 12-09-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: 12/9/2015 Hello Sven,The HMBEP has been reviewed and declined.Please correct the following and resubmit:CHEMICAL DESCRIPTION//?Chemical location:Please describe the room/building that each chemical is located in.?Days on site: If a chemical is on site for an entire year,please enter 365 as the value for days on site.(1)Formula 815 GD:a.Please refer to the MSDS for this chemical.It appears that it is a mixture and it has a couple of other components that should be listed.i.Change Hazardous Material Type to?Mixture?ii. Enter the CAS#,Component chemical name,and%weight for each mixture TC5655027.2s Page 211 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PVP ADVANCED EO SYSTEMS INC (Continued) S113136598 component.(2)Nitrogen Gas,Compressed:a. Federal Hazard Categories: Select?Pressure Release?b.Storage Pressure:Change to?Above Ambient?(3)Semi-Synthetic 5400 Coolant:a.Verify the Chemical Classification section.(4)Waste,Solids,Paint Related:a.State Waste Code:Please remove?D007?and list only the three-digit state waste[Truncated] Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 12-21-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Hi Sven,Hope you had nice weekend and thank you for following up on the status of E-Submit for PVP Advanced EO Systems Inc.Your facility submitted a Hazardous Materials Business Emergency Plan(HMBEP)on Wednesday, February 25,2015.This submittal was reviewed on 12/9/2015.Please see my first e-mail for the items that must be addressed through the E-Submit website: https://www.esubmit.ocgov.com/home/.It appears that Ray Fletcher may have been the original person who prepared the submittal;please send the E-submit revisions to the proper Environmental Contact responsible for regulatory compliance. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 07-08-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed HMBEP submittal on E-submit.Package was declined and an email sent to the facility contact.The following corrections are still needed:CHEMICAL INVENTORY Propane?change physical state to liquid and storage temperature to ambient Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 07-12-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed HMEP submittal on E-submit.Facility has disclosed 6 chemicals(1 waste).All forms were accepted. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 11-14-2014 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: This agency issued violations during an inspection on 8/18/14.As of today this agency has not received confirmation that the violations have been corrected.Correct the violations then complete the attached TC5655027.2s Page 212 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PVP ADVANCED EO SYSTEMS INC (Continued) S113136598 CRC and return to this agency.See the attached inspection report for violation details. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Affiliation: Affiliation Type Desc: Environmental Contact Entity Name: SVEN AMUNDSEN Entity Title: Not reported Affiliation Address: 14312 Franklin Ave Suite 100 Affiliation City: Tustin Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92780 Affiliation Phone: Not reported Affiliation Type Desc: Legal Owner Entity Name: PVP ADVANCED EO SYSTEMS INC Entity Title: Not reported Affiliation Address: 14312 FRANKLIN AVE STE 100 Affiliation City: TUSTIN Affiliation State: CA Affiliation Country: United States Affiliation Zip: 92780 Affiliation Phone: (714)508-2740 Affiliation Type Desc: Operator Entity Name: Bruce Ferguson Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: (714)508-2740 Affiliation Type Desc: CUPA District Entity Name: Orange County Env Health Entity Title: Not reported Affiliation Address: 1241 East Dyer RoadSuite 120 Affiliation City: Santa Ana Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92705-5611 Affiliation Phone: (714)433-6000 Affiliation Type Desc: Document Preparer Entity Name: RAY FLETCHER Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported TC5655027.2s Page 213 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PVP ADVANCED EO SYSTEMS INC (Continued) S113136598 Affiliation Type Desc: Identification Signer Entity Name: Sven Amundsen Entity Title: Quality Manager Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Facility Mailing Address Entity Name: Mailing Address Entity Title: Not reported Affiliation Address: 14312 FRANKLIN AVE STE 100 Affiliation City: TUSTIN Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92780 Affiliation Phone: Not reported Affiliation Type Desc: Parent Corporation Entity Name: PVP ADVANCED EO SYSTEMS INC Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported HAZN ET: Site Name: PVP ADVANCED EO SYSTEMS INC Year: 2017 GEPAID: CAL000292696 Contact: JOHN LEBLANC Telephone: 7145082741 Mailing Name: Not reported Mailing Address: 14312 FRANKLIN AVE STE 100 Mailing City,St,Zip: TUSTIN,CA 927807066 Gen County: Orange TSD EPA ID: NVT330010000 TSD County: 99 Waste Category: Other organic solids Disposal Method: Landfill Or Surface Impoundment That Will Be Closed As Landfill(To Include On-Site Treatment And/Or Stabilization) Tons: 0.1 Cat Decode: Other organic solids Method Decode: Landfill Or Surface Impoundment That Will Be Closed As Landfill(To Include On-Site Treatment And/Or Stabilization) Facility County: Orange Site Name: PVP ADVANCED EO SYSTEMS INC Year: 2017 GEPAID: CAL000292696 Contact: JOHN LEBLANC Telephone: 7145082741 TC5655027.2s Page 214 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PVP ADVANCED EO SYSTEMS INC (Continued) S113136598 Mailing Name: Not reported Mailing Address: 14312 FRANKLIN AVE STE 100 Mailing City,St,Zip: TUSTIN,CA 927807066 Gen County: Orange TSD EPA ID: CAD008364432 TSD County: Los Angeles Waste Category: Off-specification,aged or surplus organics Disposal Method: Fuel Blending Prior To Energy Recovery At Another Site Tons: 0.18 Cat Decode: Off-specification,aged or surplus organics Method Decode: Fuel Blending Prior To Energy Recovery At Another Site Facility County: Orange Site Name: PVP ADVANCED EO SYSTEMS INC Year: 2017 GEPAID: CAL000292696 Contact: JOHN LEBLANC Telephone: 7145082741 Mailing Name: Not reported Mailing Address: 14312 FRANKLIN AVE STE 100 Mailing City,St,Zip: TUSTIN,CA 927807066 Gen County: Orange TSD EPA ID: CAD008252405 TSD County: Los Angeles Waste Category: Other organic solids Disposal Method: Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery (H010-H129)Or(H131-H135) Tons: 0.005 Cat Decode: Other organic solids Method Decode: Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery (H010-H129)Or(H131-H135) Facility County: Orange Site Name: PVP ADVANCED EO SYSTEMS INC Year: 2017 GEPAID: CAL000292696 Contact: JOHN LEBLANC Telephone: 7145082741 Mailing Name: Not reported Mailing Address: 14312 FRANKLIN AVE STE 100 Mailing City,St,Zip: TUSTIN,CA 927807066 Gen County: Orange TSD EPA ID: AZR000501510 TSD County: 99 Waste Category: Unspecified aqueous solution Disposal Method: Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery (H010-H129)Or(H131-H135) Tons: 5.292 Cat Decode: Unspecified aqueous solution Method Decode: Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery (H010-H129)Or(H131-H135) Facility County: Orange Site Name: PVP ADVANCED EO SYSTEMS INC Year: 2016 GEPAID: CAL000292696 Contact: JOHN LEBLANC TC5655027.2s Page 215 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PVP ADVANCED EO SYSTEMS INC (Continued) S113136598 Telephone: 7145082741 Mailing Name: Not reported Mailing Address: 14312 FRANKLIN AVE STE 100 Mailing City,St,Zip: TUSTIN,CA 927807066 Gen County: Orange TSD EPA ID: NVT330010000 TSD County: 99 Waste Category: Other organic solids Disposal Method: Landfill Or Surface Impoundment That Will Be Closed As Landfill(To Include On-Site Treatment And/Or Stabilization) Tons: 0.1 Cat Decode: Not reported Method Decode: Not reported Facility County: Orange dirk this hgpprlink while viewing on your computer to access 42 additional CA_HAZNET:record(s)in the EDR Site Report. CERS TANKS: Site ID: 416264 CERS ID: 10556431 Site Name: PVP ADVANCED EO SYSTEMS INC CERS Description: Chemical Storage Facilities Violations: Site ID: 416264 Site Name: PVP ADVANCED EO SYSTEMS INC Violation Date: 08-18-2014 Citation: 22 CCR 15 66265.173-California Code of Regulations,Title 22, Chapter 15,Section(s)66265.173 Violation Description: Failure to properly close hazardous waste containers when not in active use. Violation Notes: Returned to compliance on 11/21/2014.The 55 gallon drums of coolant were not properly closed.Keep all drums and containers of wastes properly covered and labeled when not in use. Violation Division: Orange County Environmental Health Violation Program: HW Violation Source: CERS Site ID: 416264 Site Name: PVP ADVANCED EO SYSTEMS INC Violation Date: 07-28-2017 Citation: HSC 6.95 25505(a)(4)-California Health and Safety Code,Chapter 6.95,Section(s)25505(a)(4) Violation Description: Failure to provide initial and annual training to all employees in safety procedures in the event of a release or threatened release of a hazardous material or failure to document and maintain training records for a minimum of three years. Violation Notes: Returned to compliance on 08/14/2017.Submit documentation to this agency to confirm annual hazardous materials training has been completed. Violation Division: Orange County Environmental Health Violation Program: HMRRP Violation Source: CERS Site ID: 416264 Site Name: PVP ADVANCED EO SYSTEMS INC TC5655027.2s Page 216 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PVP ADVANCED EO SYSTEMS INC (Continued) S113136598 Violation Date: 08-18-2014 Citation: 22 CCR 12 66262.34(f)-California Code of Regulations,Title 22, Chapter 12,Section(s)66262.34(f) Violation Description: Failure to properly label hazardous waste accumulation containers with the following requirements:"Hazardous Waste",name and address of the generator,physical and chemical characteristics of the Hazardous Waste,and starting accumulation date. Violation Notes: Returned to compliance on 11/21/2014.Three 55 gallon drums of waste coolant in the storage area are not properly labeled with the required details.Keep all drums of hazardous waste properly labeled at all times. Violation Division: Orange County Environmental Health Violation Program: HW Violation Source: CERS Evaluation: Eval General Type: Compliance Evaluation Inspection Eval Date: 07-28-2017 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous waste inspection.Consent to enter and inspect granted by Sven Amundsen.Observed the shop areas,waste storage areas,perimeter of facility and trash container.Containers of wastes are covered and labeled.Wastes include machine coolant, oily water,spray booth filters,and Alodine conversion coating. Manifests for waste disposal are available for review.Emergency response and contact information is available on site.Verified the owner as PVP Advanced EO Systems Inc. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 08-18-2014 Violations Found: Yes Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous waste inspection.Consent to enter and inspect granted by Geoff Downer.Observed the shop area,waste storage area,perimeter of facility and trash container.Drums of waste appear to be in good condition.Wastes include cutting coolant,paint solids, ultrasonic cleaner,and lab pack adhesive.Manifests for waste disposal are available for review.Complete the emergency response label and post in the facility.Verified the owner as PVP Advanced EO Systems Inc.Correct the violations within 30 days.Complete the attached CRC and return to this agency. . Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 07-08-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Read/review pre 2015 HMBEP submission.Accepted pending review of the more recent submission. Eval Division: Orange County Environmental Health Eval Program: HMRRP TC5655027.2s Page 217 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PVP ADVANCED EO SYSTEMS INC (Continued) S113136598 Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 07-28-2017 Violations Found: Yes Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous materials inspection.Consent to enter and inspect granted by Sven Amundsen.Observed the hazardous materials storage areas.The following reportable hazardous materials were observed today:-110 gallons semi-synthetic cutting lube#460-Two 7 gallon LPG tanks for forklifts(-460 cubic feet)-Approximately 500 gallons water soluble machine coolant(CNC machines and drums)-7 bottles compressed nitrogen gas(-2100 cubic feet)-330 gallons oily water/coolant waste-70 gallons ultra-sonic cleaner-55 gallons way lube Emergency response and contact information available on site. Correct the violation within 30 days of receipt of this report. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 08-06-2013 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous waste inspection.Consent to enter and inspect granted by Geoff Downer.Observed the shop areas,waste storage areas,perimeter of facility and trash container.Drums of wastes are covered and labeled.Wastes include coolant,paint/solvent, paint solids,and oily water.Manifests for waste disposal are available for review.Complete the emergency response label and post in the facility.Verified the owner as PVP Advanced EO Systems Inc. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 08-18-2014 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous materials inspection.Consent to enter and inspect granted by Geoff Downer.Observed the shop and hazardous materials storage areas.The following hazardous materials were observed today:-55 gallon drum of petroleum cutting coolant-5 gallon containers of various petroleum oil(approximately 20 containers)-2 propane cylinders for forklifts-6 nitrogen cylinders (approximately 300 cubic feet each)-1 container of waste coolant (approximately 300 gallons)-3-55 gallon drums of waste coolant-1 ultrasonic cleaning tank(approximately 60 gallons)-1-55 gallon drum of waste paint solids(approximately 300 pounds)Businesses who handle or store hazardous materials in quantities equal to or exceeding 55 gallons of liquid,500 pounds of solid,or 200 cubic feet of a gas are required to disclose the materials as part of the Hazardous Materials Business Plan(HMBP).The HMBP is required to be submitted electronically by using[Truncated] Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS TC5655027.2s Page 218 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PVP ADVANCED EO SYSTEMS INC (Continued) S113136598 Eval General Type: Other/Unknown Eval Date: 06-28-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Facility has complied with 2016 HMBEP reporting requirement.Reviewed HMBEP submittal on E-submit.Package was declined and an email sent to the facility contact.The following corrections are still needed: EMERGENCY PLAN Training?please indicate frequency of training(i.e. upon hire and annually thereafter)CHEMICAL INVENTORY An onsite inspection conducted on 8/18/2014 indicated that you also have propane on site at approximately 9 gallons total.Please add this material to your disclosure.Waste Paint Solids?this material is below the reporting threshold of 500 pounds and should be removed from your disclosure. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 08-14-2017 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Review CERS submittal. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 11-25-2014 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: This agency received the Certificate of Return to Compliance for the violations issued on 8/18/14.All violations abated.No outstanding violations. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 12-09-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: 12/9/2015 Hello Sven,The HMBEP has been reviewed and declined.Please correct the following and resubmit:CHEMICAL DESCRIPTION//?Chemical location:Please describe the room/building that each chemical is located in.?Days on site: If a chemical is on site for an entire year,please enter 365 as the value for days on site.(1)Formula 815 GD:a.Please refer to the MSDS for this chemical.It appears that it is a mixture and it has a couple of other components that should be listed.i.Change Hazardous Material Type to?Mixture?ii. Enter the CAS#,Component chemical name,and%weight for each mixture component.(2)Nitrogen Gas,Compressed:a. Federal Hazard Categories: Select?Pressure Release?b.Storage Pressure:Change to?Above Ambient?(3)Semi-Synthetic 5400 Coolant:a.Verify the Chemical Classification section.(4)Waste,Solids,Paint Related:a.State Waste Code:Please remove?D007?and list only the three-digit state waste[Truncated] TC5655027.2s Page 219 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PVP ADVANCED EO SYSTEMS INC (Continued) S113136598 Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 12-21-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Hi Sven,Hope you had nice weekend and thank you for following up on the status of E-Submit for PVP Advanced EO Systems Inc.Your facility submitted a Hazardous Materials Business Emergency Plan(HMBEP)on Wednesday, February 25,2015.This submittal was reviewed on 12/9/2015.Please see my first e-mail for the items that must be addressed through the E-Submit website: https://www.esubmit.ocgov.com/home/.It appears that Ray Fletcher may have been the original person who prepared the submittal;please send the E-submit revisions to the proper Environmental Contact responsible for regulatory compliance. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 07-08-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed HMBEP submittal on E-submit.Package was declined and an email sent to the facility contact.The following corrections are still needed:CHEMICAL INVENTORY Propane?change physical state to liquid and storage temperature to ambient Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 07-12-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed HMEP submittal on E-submit.Facility has disclosed 6 chemicals(1 waste).All forms were accepted. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 11-14-2014 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: This agency issued violations during an inspection on 8/18/14.As of today this agency has not received confirmation that the violations have been corrected.Correct the violations then complete the attached CRC and return to this agency.See the attached inspection report for violation details. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS TC5655027.2s Page 220 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PVP ADVANCED EO SYSTEMS INC (Continued) S113136598 Affiliation: Affiliation Type Desc: Environmental Contact Entity Name: SVEN AMUNDSEN Entity Title: Not reported Affiliation Address: 14312 Franklin Ave Suite 100 Affiliation City: Tustin Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92780 Affiliation Phone: Not reported Affiliation Type Desc: Legal Owner Entity Name: PVP ADVANCED EO SYSTEMS INC Entity Title: Not reported Affiliation Address: 14312 FRANKLIN AVE STE 100 Affiliation City: TUSTIN Affiliation State: CA Affiliation Country: United States Affiliation Zip: 92780 Affiliation Phone: (714)508-2740 Affiliation Type Desc: Operator Entity Name: Bruce Ferguson Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: (714)508-2740 Affiliation Type Desc: CUPA District Entity Name: Orange County Env Health Entity Title: Not reported Affiliation Address: 1241 East Dyer RoadSuite 120 Affiliation City: Santa Ana Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92705-5611 Affiliation Phone: (714)433-6000 Affiliation Type Desc: Document Preparer Entity Name: RAY FLETCHER Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Identification Signer Entity Name: Sven Amundsen Entity Title: Quality Manager Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported TC5655027.2s Page 221 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PVP ADVANCED EO SYSTEMS INC (Continued) S113136598 Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Facility Mailing Address Entity Name: Mailing Address Entity Title: Not reported Affiliation Address: 14312 FRANKLIN AVE STE 100 Affiliation City: TUSTIN Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92780 Affiliation Phone: Not reported Affiliation Type Desc: Parent Corporation Entity Name: PVP ADVANCED EO SYSTEMS INC Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported J42 FL THERMOTECH RCRA-SQG 1000409085 North 14312 FRANKLIN AVE CAD981378557 1/8-1/4 TUSTIN,CA 92780 0.130 mi. 687 ft. Site 2 of 7 in cluster J Relative: RCRA-SQG: Higher Date form received by agency:09/01/1996 Actual: Facility name: FL THERMOTECH 73 ft. Facility address: 14312 FRANKLIN AVE TUSTIN,CA 92780 EPA ID: CAD981378557 Contact: Not reported Contact address: Not reported Not reported Contact country: US Contact telephone: Not reported Contact email: Not reported EPA Region: 09 Classification: Small Small Quantity Generator Description: Handler:generates more than 100 and less than 1000 kg of hazardous waste during any calendar month and accumulates less than 6000 kg of hazardous waste at any time;or generates 100 kg or less of hazardous waste during any calendar month,and accumulates more than 1000 kg of hazardous waste at any time Owner/Operator Summary: Owner/operator name: GLYN HARRIS Owner/operator address: NOT REQUIRED NOT REQUIRED, ME 99999 Owner/operator country: Not reported Owner/operator telephone: 415-555-1212 TC5655027.2s Page 222 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number FL THERMOTECH (Continued) 1000409085 Owner/operator email: Not reported Owner/operator fax: Not reported Owner/operator extension: Not reported Legal status: Private Owner/Operator Type: Owner Owner/Op start date: Not reported Owner/Op end date: Not reported Owner/operator name: NOT REQUIRED Owner/operator address: NOT REQUIRED NOT REQUIRED,ME 99999 Owner/operator country: Not reported Owner/operator telephone: 415-555-1212 Owner/operator email: Not reported Owner/operator fax: Not reported Owner/operator extension: Not reported Legal status: Private Owner/Operator Type: Operator Owner/Op start date: Not reported Owner/Op end date: Not reported Handler Activities Summary: U.S.importer of hazardous waste: No Mixed waste(haz.and radioactive): No Recycler of hazardous waste: No Transporter of hazardous waste: No Treater,storer or disposer of HW: No Underground injection activity: No On-site burner exemption: No Furnace exemption: No Used oil fuel burner: No Used oil processor: No User oil refiner: No Used oil fuel marketer to burner: No Used oil Specification marketer: No Used oil transfer facility: No Used oil transporter: No Historical Generators: Date form received by agency:01/31/1986 Site name: FL THERMOTECH Classification: Large Quantity Generator Violation Status: No violations found J43 FL THERMOTECH RCRA-SQG 1000365100 North 14312 FRANKLIN AVE FINDS CAD981163421 1/8-1/4 TUSTIN,CA 92780 ECHO 0.130 mi. 687 ft. Site 3 of 7 in cluster J Relative: RCRA-SQG: Higher Date form received by agency:09/01/1996 Actual: Facility name: THERMOTECH CALIFORNIA OPERATIONS 73 ft. Facility address: 14312 FRANKLIN AVE TUSTIN,CA 92780 EPA ID: CAD981163421 Contact: Not reported TC5655027.2s Page 223 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number FL THERMOTECH (Continued) 1000365100 Contact address: Not reported Not reported Contact country: US Contact telephone: Not reported Contact email: Not reported EPA Region: 09 Classification: Small Small Quantity Generator Description: Handler:generates more than 100 and less than 1000 kg of hazardous waste during any calendar month and accumulates less than 6000 kg of hazardous waste at any time;or generates 100 kg or less of hazardous waste during any calendar month,and accumulates more than 1000 kg of hazardous waste at any time Owner/Operator Summary: Owner/operator name: GLYN HARRIS Owner/operator address: NOT REQUIRED NOT REQUIRED,ME 99999 Owner/operator country: Not reported Owner/operator telephone: 415-555-1212 Owner/operator email: Not reported Owner/operator fax: Not reported Owner/operator extension: Not reported Legal status: Private Owner/Operator Type: Owner Owner/Op start date: Not reported Owner/Op end date: Not reported Owner/operator name: NOT REQUIRED Owner/operator address: NOT REQUIRED NOT REQUIRED,ME 99999 Owner/operator country: Not reported Owner/operator telephone: 415-555-1212 Owner/operator email: Not reported Owner/operator fax: Not reported Owner/operator extension: Not reported Legal status: Private Owner/Operator Type: Operator Owner/Op start date: Not reported Owner/Op end date: Not reported Handler Activities Summary: U.S.importer of hazardous waste: No Mixed waste(haz.and radioactive): No Recycler of hazardous waste: No Transporter of hazardous waste: No Treater,storer or disposer of HW: No Underground injection activity: No On-site burner exemption: No Furnace exemption: No Used oil fuel burner: No Used oil processor: No User oil refiner: No Used oil fuel marketer to burner: No Used oil Specification marketer: No Used oil transfer facility: No Used oil transporter: No TC5655027.2s Page 224 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number FL THERMOTECH (Continued) 1000365100 Historical Generators: Date form received by agency:11/12/1985 Site name: THERMOTECH CALIFORNIA OPERATIONS Classification: Large Quantity Generator Violation Status: No violations found FINDS: Registry ID: 110006469160 Environmental Interest/Information System RCRAInfo is a national information system that supports the Resource Conservation and Recovery Act(RCRA)program through the tracking of events and activities related to facilities that generate,transport, and treat,store,or dispose of hazardous waste.RCRAInfo allows RCRA program staff to track the notification,permit,compliance,and corrective action activities required under RCRA. C;lirk this hgpprlink while viewing on your computer to access additional FINDS:detail in the EDR Site Report. ECHO: Envid: 1000365100 Registry ID: 110006469160 DFR URL: hftp://echo.epa.gov/detailed-facility-report?fid=110006469160 J44 PVP ADVANCED EO SYSTEMS INC RCRA NonGen/NLR 1024810993 North 14312 FRANKLIN AVE STE 100 CAL000292696 1/8-1/4 TUSTIN,CA 92780 0.130 mi. 687 ft. Site 4 of 7 in cluster J Relative: RCRA NonGen/NLR: Higher Date form received by agency:03/30/2005 Actual: Facility name: PVP ADVANCED EO SYSTEMS INC 73 ft. Facility address: 14312 FRANKLIN AVE STE 100 TUSTIN,CA 92780-7066 EPA ID: CAL000292696 Contact: JOHN LEBLANC Contact address: 14312 FRANKLIN AVE STE 100 TUSTIN,CA 92780 Contact country: Not reported Contact telephone: 714-508-2741 Contact email: JOHN.LEBLANC@PVPAEO.COM EPA Region: 09 Classification: Non-Generator Description: Handler:Non-Generators do not presently generate hazardous waste Owner/Operator Summary: Owner/operator name: PVP ADVANCED EO SYSTEMS INC Owner/operator address: 14312 FRANKLIN AVE STE 100 TUSTIN,CA 92780 Owner/operator country: Not reported Owner/operator telephone: 714-508-2740 Owner/operator email: Not reported TC5655027.2s Page 225 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PVP ADVANCED EO SYSTEMS INC (Continued) 1024810993 Owner/operator fax: Not reported Owner/operator extension: Not reported Legal status: Other Owner/Operator Type: Owner Owner/Op start date: Not reported Owner/Op end date: Not reported Owner/operator name: JOHN LEBLANC Owner/operator address: 14312 FRANKLIN AVE STE 100 TUSTIN,CA 92780 Owner/operator country: Not reported Owner/operator telephone: 714-508-2741 Owner/operator email: Not reported Owner/operator fax: Not reported Owner/operator extension: Not reported Legal status: Other Owner/Operator Type: Operator Owner/Op start date: Not reported Owner/Op end date: Not reported Handler Activities Summary: U.S.importer of hazardous waste: No Mixed waste(haz.and radioactive): No Recycler of hazardous waste: No Transporter of hazardous waste: Yes Treater,storer or disposer of HW: No Underground injection activity: No On-site burner exemption: No Furnace exemption: No Used oil fuel burner: No Used oil processor: No User oil refiner: No Used oil fuel marketer to burner: No Used oil Specification marketer: No Used oil transfer facility: No Used oil transporter: No Violation Status: No violations found H45 BIOPROBE INTERNATIONAL INC RCRA-SQG 1000349695 SSW 2842 WALNUT AVE SUITE C FINDS CAD982030611 1/8-1/4 TUSTIN,CA 92780 ECHO 0.134 mi. 707 ft. Site 5 of 6 in cluster H Relative: RCRA-SQG: Lower Date form received by agency:09/01/1996 Actual: Facility name: BIOPROBE INTERNATIONAL INC 62 ft. Facility address: 2842 WALNUT AVE SUITE C TUSTIN,CA 92780 EPA ID: CAD982030611 Contact: Not reported Contact address: Not reported Not reported Contact country: US Contact telephone: Not reported Contact email: Not reported EPA Region: 09 TC5655027.2s Page 226 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number BIOPROBE INTERNATIONAL INC (Continued) 1000349695 Classification: Small Small Quantity Generator Description: Handler:generates more than 100 and less than 1000 kg of hazardous waste during any calendar month and accumulates less than 6000 kg of hazardous waste at any time;or generates 100 kg or less of hazardous waste during any calendar month,and accumulates more than 1000 kg of hazardous waste at any time Owner/Operator Summary: Owner/operator name: NOT REQUIRED Owner/operator address: NOT REQUIRED NOT REQUIRED,ME 99999 Owner/operator country: Not reported Owner/operator telephone: 415-555-1212 Owner/operator email: Not reported Owner/operator fax: Not reported Owner/operator extension: Not reported Legal status: Private Owner/Operator Type: Operator Owner/Op start date: Not reported Owner/Op end date: Not reported Owner/operator name: RAPHAEL WONG PRIES Owner/operator address: NOT REQUIRED NOT REQUIRED,ME 99999 Owner/operator country: Not reported Owner/operator telephone: 415-555-1212 Owner/operator email: Not reported Owner/operator fax: Not reported Owner/operator extension: Not reported Legal status: Private Owner/Operator Type: Owner Owner/Op start date: Not reported Owner/Op end date: Not reported Handler Activities Summary: U.S.importer of hazardous waste: No Mixed waste(haz.and radioactive): No Recycler of hazardous waste: No Transporter of hazardous waste: No Treater,storer or disposer of HW: No Underground injection activity: No On-site burner exemption: No Furnace exemption: No Used oil fuel burner: No Used oil processor: No User oil refiner: No Used oil fuel marketer to burner: No Used oil Specification marketer: No Used oil transfer facility: No Used oil transporter: No Historical Generators: Date form received by agency:08/05/1987 Site name: BIOPROBE INTERNATIONAL INC Classification: Large Quantity Generator TC5655027.2s Page 227 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number BIOPROBE INTERNATIONAL INC (Continued) 1000349695 Violation Status: No violations found FINDS: Registry ID: 110006476633 Environmental Interest/Information System RCRAInfo is a national information system that supports the Resource Conservation and Recovery Act(RCRA)program through the tracking of events and activities related to facilities that generate,transport, and treat,store,or dispose of hazardous waste.RCRAInfo allows RCRA program staff to track the notification,permit,compliance,and corrective action activities required under RCRA. dirk this hgpprlink while viewing on your computer to access additional FINDS:detail in the EDR Site Report. ECHO: Envid: 1000349695 Registry ID: 110006476633 DFR URL: http://echo.epa.gov/detailed-facility-report?fid=110006476633 H46 1X CRT LABS CERS HAZ WASTE S112852091 SSW 2812 WALNUT AVE#A HAZNET N/A 1/8-1/4 TUSTIN,CA 92680 CERS 0.138 mi. 726 ft. Site 6 of 6 in cluster H Relative: CERS HAZ WASTE: Lower Site ID: 416259 Actual: CERS ID: 10574959 63 ft. CERS Description: Hazardous Waste Generator Evaluation: Eval General Type: Other/Unknown Eval Date: 02-19-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Discuss with site contact issues with portal submittal.Referred to PAW. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 04-15-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Review oils disclosed and exemptions,discuss with supervisor,draft report. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 08-07-2014 Violations Found: No TC5655027.2s Page 228 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number 1X CRT LABS (Continued) S112852091 Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed HM law and discussed disclosure requirements with Anton. Emailed Anton exceptions to disclosure requirements. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 09-02-2014 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: The following documents were received and ACCEPTED on the E-Submit portal:-Business Activities form-Business Owner/Operator form- Chemical Inventory(4 chemicals)-Facility Site Map Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 01-07-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: 1/7/2016 The HMBEP has been reviewed and declined for PROTOOL CO located at 2812 WALNUT AV STE B2,TUSTIN,CA.Please correct the following and resubmit within 30 days:CHEMICAL DESCRIPTION//General Comments:--Please fill out all fields marked with an asterisk("), including the Chemical Name and the Federal Hazard Category for each chemical.--The Annual Waste Amount is only required for chemicals listed as a waste.--CAS#-Enter the Chemical Abstract Service (CAS)number for the hazardous material. For mixtures,enter the CAS number of the mixture if it has been assigned a number distinct from its components. If the mixture has no CAS number,leave this column blank and report the CAS numbers of the individual hazardous components in the appropriate section below. hftp://www.chemindustry.com/apps/chemicals(1)Rustlick Ultracut 375R: --Add the Chemical Name.--Enter the estimated Percent Weight of each mixture component.(2)Chevron Bright[Truncated] Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 04-13-2016 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous materials inspection.Consent to enter and inspect granted by Anton Bernhardt.Observed the hazardous materials storage areas.The following hazardous materials that meet or exceed thresholds were observed today:-55 gallons Rustlick Ultracut 375R-275 gallons waste coolant/water/oil Annual hazardous materials training records are available for review."NOTE:Only report"Lubricating oil"if volume of each type exceeds 55 gallons OR the total volume of all types exceeds 275 gallons.?Lubricating oil? means any oil intended for use in an internal combustion crankcase,or the transmission,gearbox,differential,or hydraulic system of an automobile,bus,truck,vessel,plane,heavy equipment,or other machinery powered by an internal combustion or electric powered TC5655027.2s Page 229 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number 1X CRT LABS (Continued) S112852091 engine.?Lubricating oil?does not include used oil. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 04-15-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Review submittal in E-Submit and accept. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 05-18-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Assist caller with questions on MSDS and threshold volumes. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 09-21-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed hazmat disclosure submittal in Esubmit.Accepted. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 04-13-2016 Violations Found: No Eval Type: Routine done by local agency Eval Notes: Protool Co.2812 Walnut Ave.Suite B Tustin,CA 92780 On site for a routine hazardous waste inspection.Consent to enter and inspect granted by Anton Bernhardt.Observed the shop area,waste storage area,perimeter of facility and trash container.The container of waste is covered and labeled.Wastes include water-soluble cutting fluid with oil.Manifests for waste disposal are available on site. Emergency response contact and procedure information available on site.Verified the owner as Protool Co. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 03-25-2017 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Facility has complied with 2017 reporting requirement. Reviewed and declined HMBEP submittal.The following corrections are needed: CHEMICAL INVENTORY The Fire Code Hazard Classes field was stripped of data during the transfer of your data from E-submit.Please complete this field for all reported materials. TC5655027.2s Page 230 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number 1X CRT LABS (Continued) S112852091 Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Affiliation: Affiliation Type Desc: CUPA District Entity Name: Orange County Env Health Entity Title: Not reported Affiliation Address: 1241 East Dyer RoadSuite 120 Affiliation City: Santa Ana Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92705-5611 Affiliation Phone: (714)433-6000 Affiliation Type Desc: Document Preparer Entity Name: Anton Bernhardt Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Environmental Contact Entity Name: Anton Bernhardt Entity Title: Not reported Affiliation Address: 14771 Myford Rd.Suite D Affiliation City: Tustin Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92780 Affiliation Phone: Not reported Affiliation Type Desc: Operator Entity Name: Norbert Bernhardt Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: (714)544-0708 Affiliation Type Desc: Identification Signer Entity Name: Anton Bernhardt Entity Title: Assistant Secretary Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Legal Owner Entity Name: PROTOOL CO TC5655027.2s Page 231 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number 1X CRT LABS (Continued) S112852091 Entity Title: Not reported Affiliation Address: 14771 MYFORD SUITE D Affiliation City: TUSTIN Affiliation State: CA Affiliation Country: United States Affiliation Zip: 92780 Affiliation Phone: (714)544-0708 Affiliation Type Desc: Facility Mailing Address Entity Name: Mailing Address Entity Title: Not reported Affiliation Address: 14771 MYFORD SUITE D Affiliation City: TUSTIN Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92780 Affiliation Phone: Not reported Affiliation Type Desc: Parent Corporation Entity Name: PROTOOL CO Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Property Owner Entity Name: Norbert Bernhardt Entity Title: Not reported Affiliation Address: 14771 Myford Road,SuiteD Affiliation City: Tustin Affiliation State: CA Affiliation Country: United States Affiliation Zip: 92780 Affiliation Phone: (714)544-0708 HAZN ET: Site Name: 1X CRT LABS Year: 1995 GEPAID: CAC000909648 Contact: DONALD LE JEUME Telephone: 0000000000 Mailing Name: Not reported Mailing Address: 2812 WALNUT AVE#A Mailing City,St,Zip: TUSTIN,CA 926800000 Gen County: Not reported TSD EPA ID: CAT080010101 TSD County: Not reported Waste Category: Unspecified organic liquid mixture Disposal Method: Transfer Station Tons: .0475 Cat Decode: Not reported Method Decode: Not reported Facility County: Orange TC5655027.2s Page 232 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number 1X CRT LABS (Continued) S112852091 Site Name: 1 X CRT LABS Year: 1995 GEPAID: CAC000909648 Contact: DONALD LE JEUME Telephone: 0000000000 Mailing Name: Not reported Mailing Address: 2812 WALNUT AVE#A Mailing City,St,Zip: TUSTIN,CA 926800000 Gen County: Not reported TSD EPA ID: CAT080010101 TSD County: Not reported Waste Category: Other organic solids Disposal Method: Transfer Station Tons: .0375 Cat Decode: Not reported Method Decode: Not reported Facility County: Orange CERS TANKS: Site ID: 416259 CERS ID: 10574959 Site Name: PROTOOL CO CERS Description: Chemical Storage Facilities Evaluation: Eval General Type: Other/Unknown Eval Date: 02-19-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Discuss with site contact issues with portal submittal.Referred to PAW. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 04-15-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Review oils disclosed and exemptions,discuss with supervisor,draft report. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 08-07-2014 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed HM law and discussed disclosure requirements with Anton. Emailed Anton exceptions to disclosure requirements. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 09-02-2014 TC5655027.2s Page 233 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number 1X CRT LABS (Continued) S112852091 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: The following documents were received and ACCEPTED on the E-Submit portal:-Business Activities form-Business Owner/Operator form- Chemical Inventory(4 chemicals)-Facility Site Map Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 01-07-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: 1/7/2016 The HMBEP has been reviewed and declined for PROTOOL CO located at 2812 WALNUT AV STE B2,TUSTIN,CA.Please correct the following and resubmit within 30 days:CHEMICAL DESCRIPTION//General Comments:--Please fill out all fields marked with an asterisk("), including the Chemical Name and the Federal Hazard Category for each chemical.--The Annual Waste Amount is only required for chemicals listed as a waste.--CAS#-Enter the Chemical Abstract Service (CAS)number for the hazardous material. For mixtures,enter the CAS number of the mixture if it has been assigned a number distinct from its components. If the mixture has no CAS number,leave this column blank and report the CAS numbers of the individual hazardous components in the appropriate section below. hftp://www.chemindustry.com/apps/chemicals(1)Rustlick Ultracut 375R: --Add the Chemical Name.--Enter the estimated Percent Weight of each mixture component.(2)Chevron Bright[Truncated] Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 04-13-2016 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous materials inspection.Consent to enter and inspect granted by Anton Bernhardt.Observed the hazardous materials storage areas.The following hazardous materials that meet or exceed thresholds were observed today:-55 gallons Rustlick Ultracut 375R-275 gallons waste coolant/water/oil Annual hazardous materials training records are available for review."NOTE:Only report"Lubricating oil"if volume of each type exceeds 55 gallons OR the total volume of all types exceeds 275 gallons.?Lubricating oil? means any oil intended for use in an internal combustion crankcase,or the transmission,gearbox,differential,or hydraulic system of an automobile,bus,truck,vessel,plane,heavy equipment,or other machinery powered by an internal combustion or electric powered engine.?Lubricating oil?does not include used oil. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 04-15-2016 Violations Found: No Eval Type: Other,not routine,done by local agency TC5655027.2s Page 234 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number 1X CRT LABS (Continued) S112852091 Eval Notes: Review submittal in E-Submit and accept. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 05-18-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Assist caller with questions on MSDS and threshold volumes. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 09-21-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed hazmat disclosure submittal in Esubmit.Accepted. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 04-13-2016 Violations Found: No Eval Type: Routine done by local agency Eval Notes: Protool Co.2812 Walnut Ave.Suite B Tustin,CA 92780 On site for a routine hazardous waste inspection.Consent to enter and inspect granted by Anton Bernhardt.Observed the shop area,waste storage area,perimeter of facility and trash container.The container of waste is covered and labeled.Wastes include water-soluble cutting fluid with oil.Manifests for waste disposal are available on site. Emergency response contact and procedure information available on site.Verified the owner as Protool Co. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 03-25-2017 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Facility has complied with 2017 reporting requirement. Reviewed and declined HMBEP submittal.The following corrections are needed: CHEMICAL INVENTORY The Fire Code Hazard Classes field was stripped of data during the transfer of your data from E-submit.Please complete this field for all reported materials. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Affiliation: Affiliation Type Desc: CUPA District Entity Name: Orange County Env Health Entity Title: Not reported Affiliation Address: 1241 East Dyer RoadSuite 120 TC5655027.2s Page 235 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number 1X CRT LABS (Continued) S112852091 Affiliation City: Santa Ana Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92705-5611 Affiliation Phone: (714)433-6000 Affiliation Type Desc: Document Preparer Entity Name: Anton Bernhardt Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Environmental Contact Entity Name: Anton Bernhardt Entity Title: Not reported Affiliation Address: 14771 Myford Rd.Suite D Affiliation City: Tustin Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92780 Affiliation Phone: Not reported Affiliation Type Desc: Operator Entity Name: Norbert Bernhardt Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: (714)544-0708 Affiliation Type Desc: Identification Signer Entity Name: Anton Bernhardt Entity Title: Assistant Secretary Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Legal Owner Entity Name: PROTOOL CO Entity Title: Not reported Affiliation Address: 14771 MYFORD SUITE D Affiliation City: TUSTIN Affiliation State: CA Affiliation Country: United States Affiliation Zip: 92780 Affiliation Phone: (714)544-0708 Affiliation Type Desc: Facility Mailing Address TC5655027.2s Page 236 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number 1X CRT LABS (Continued) S112852091 Entity Name: Mailing Address Entity Title: Not reported Affiliation Address: 14771 MYFORD SUITE D Affiliation City: TUSTIN Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92780 Affiliation Phone: Not reported Affiliation Type Desc: Parent Corporation Entity Name: PROTOOL CO Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Property Owner Entity Name: Norbert Bernhardt Entity Title: Not reported Affiliation Address: 14771 Myford Road,SuiteD Affiliation City: Tustin Affiliation State: CA Affiliation Country: United States Affiliation Zip: 92780 Affiliation Phone: (714)544-0708 47 AVID BIOSERVICES,INC RCRA-SQG 1014387369 North 14282 FRANKLIN AVE CERS HAZ WASTE CAR000208785 1/8-1/4 TUSTIN,CA 92780 HAZNET 0.151 mi. CERS 799 ft. Relative: RCRA-SQG: Higher Date form received by agency:02/06/2018 Actual: Facility name: AVID BIOSERVICES, INC 73 ft. Facility address: 14282 FRANKLIN AVE TUSTIN,CA 92780 EPA ID: CAR000208785 Mailing address: MICHELLE DRIVE TUSTIN,CA 92780 Contact: JULIE J SWANSON Contact address: MICHELLE DRIVE TUSTIN,CA 92780 Contact country: US Contact telephone: 714-508-6135 Contact email: JSWANSON@AVIDBIO.COM EPA Region: 09 Classification: Small Small Quantity Generator Description: Handler:generates more than 100 and less than 1000 kg of hazardous waste during any calendar month and accumulates less than 6000 kg of hazardous waste at any time;or generates 100 kg or less of hazardous waste during any calendar month,and accumulates more than 1000 kg of hazardous waste at any time TC5655027.2s Page 237 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AVID BIOSERVICES,INC (Continued) 1014387369 Owner/Operator Summary: Owner/operator name: AVID BIOSERVICES, INC Owner/operator address: MICHELLE DRIVE TUSTIN,CA 92780 Owner/operator country: US Owner/operator telephone: 714-508-6100 Owner/operator email: Not reported Owner/operator fax: Not reported Owner/operator extension: Not reported Legal status: Private Owner/Operator Type: Owner Owner/Op start date: 01/08/2018 Owner/Op end date: Not reported Owner/operator name: AVID BIOSERVICES, INC Owner/operator address: MICHELLE DRIVE TUSTIN,CA 92780 Owner/operator country: US Owner/operator telephone: 714-508-6100 Owner/operator email: Not reported Owner/operator fax: Not reported Owner/operator extension: Not reported Legal status: Private Owner/Operator Type: Operator Owner/Op start date: 01/08/2018 Owner/Op end date: Not reported Handler Activities Summary: U.S.importer of hazardous waste: No Mixed waste(haz.and radioactive): No Recycler of hazardous waste: No Transporter of hazardous waste: No Treater,storer or disposer of HW: No Underground injection activity: No On-site burner exemption: No Furnace exemption: No Used oil fuel burner: No Used oil processor: No User oil refiner: No Used oil fuel marketer to burner: No Used oil Specification marketer: No Used oil transfer facility: No Used oil transporter: No Universal Waste Summary: Waste type: Pesticides Accumulated waste on-site: Yes Generated waste on-site: No Waste type: Batteries Accumulated waste on-site: Yes Generated waste on-site: No Waste type: Thermostats Accumulated waste on-site: Yes Generated waste on-site: No TC5655027.2s Page 238 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AVID BIOSERVICES,INC (Continued) 1014387369 Waste type: Lamps Accumulated waste on-site: Yes Generated waste on-site: No Waste code: 135 Waste name: Unspecified aqueous solution Waste code: 141 Waste name: Off-specification,aged,or surplus inorganics Waste code: 212 Waste name: Oxygenated solvents(acetone,butanol,ethyl acetate,etc.) Waste code: 221 Waste name: Waste oil and mixed oil Waste code: 331 Waste name: Off-specification,aged,or surplus organics Waste code: 352 Waste name: Other organic solids Waste code: 791 Waste name: Liquids with pH <2 Waste code: D001 Waste name: IGNITABLE WASTE Waste code: D002 Waste name: CORROSIVE WASTE Waste code: D011 Waste name: SILVER Waste code: F003 Waste name: THE FOLLOWING SPENT NONHALOGENATED SOLVENTS:XYLENE,ACETONE, ETHYL ACETATE, ETHYL BENZENE, ETHYL ETHER, METHYL ISOBUTYL KETONE, N-BUTYL ALCOHOL,CYCLOHEXANONE,AND METHANOL;ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING, BEFORE USE, ONLY THE ABOVE SPENT NONHALOGENATED SOLVENTS;AND ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING, BEFORE USE, ONE OR MORE OF THE ABOVE NONHALOGENATED SOLVENTS,AND A TOTAL OF TEN PERCENT OR MORE(BY VOLUME)OF ONE OR MORE OF THOSE SOLVENTS LISTED IN F001, F002, F004,AND F005;AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. Historical Generators: Date form received by agency:06/08/2010 Site name: PEREGRINE PHARMACEUTICALS INC Classification: Small Quantity Generator Waste code: 343 Waste name: Unspecified organic liquid mixture Waste code: 352 Waste name: Other organic solids TC5655027.2s Page 239 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AVID BIOSERVICES,INC (Continued) 1014387369 Waste code: 791 Waste name: Liquids with pH <2 Waste code: D001 Waste name: IGNITABLE WASTE Waste code: D002 Waste name: CORROSIVE WASTE Waste code: D011 Waste name: SILVER Waste code: F003 Waste name: THE FOLLOWING SPENT NONHALOGENATED SOLVENTS:XYLENE,ACETONE,ETHYL ACETATE, ETHYL BENZENE,ETHYL ETHER,METHYL ISOBUTYL KETONE,N-BUTYL ALCOHOL,CYCLOHEXANONE,AND METHANOL;ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING,BEFORE USE,ONLY THE ABOVE SPENT NONHALOGENATED SOLVENTS;AND ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING,BEFORE USE,ONE OR MORE OF THE ABOVE NONHALOGENATED SOLVENTS,AND A TOTAL OF TEN PERCENT OR MORE(BY VOLUME)OF ONE OR MORE OF THOSE SOLVENTS LISTED IN F001,F002, F004,AND F005;AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. Violation Status: No violations found CERS HAZ WASTE: Site ID: 10204 CERS ID: 10500154 CERS Description: Hazardous Waste Generator Coordinates: Site ID: 10204 Facility Name: Avid Bioservices,Inc. Env Int Type Code: HWG Program ID: 10500154 Coord Name: Not reported Ref Point Type Desc: Center of a facility or station. Latitude: 33.719540 Longitude: -117.803730 Affiliation: Affiliation Type Desc: Environmental Contact Entity Name: Julie Swanson Entity Title: Not reported Affiliation Address: 2642 Michelle Drive Affiliation City: Tustin Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92780 Affiliation Phone: Not reported Affiliation Type Desc: Facility Mailing Address Entity Name: Mailing Address Entity Title: Not reported Affiliation Address: 2642 Michelle Drive Affiliation City: Tustin Affiliation State: CA TC5655027.2s Page 240 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AVID BIOSERVICES,INC (Continued) 1014387369 Affiliation Country: Not reported Affiliation Zip: 92780 Affiliation Phone: Not reported Affiliation Type Desc: Identification Signer Entity Name: Julie Swanson Entity Title: EHS Manager Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Operator Entity Name: Avid Bioservices,Inc. Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: (714)508-6100 Affiliation Type Desc: Legal Owner Entity Name: Avid Bioservices,Inc. Entity Title: Not reported Affiliation Address: 2642 Michelle Drive Affiliation City: Tustin Affiliation State: CA Affiliation Country: United States Affiliation Zip: 92780 Affiliation Phone: (714)508-6000 Affiliation Type Desc: CUPA District Entity Name: Orange County Env Health Entity Title: Not reported Affiliation Address: 1241 East Dyer RoadSuite 120 Affiliation City: Santa Ana Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92705-5611 Affiliation Phone: (714)433-6000 Affiliation Type Desc: Document Preparer Entity Name: Julie Swanson Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Parent Corporation Entity Name: Peregrine Pharmaceuticals, Inc. Entity Title: Not reported TC5655027.2s Page 241 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AVID BIOSERVICES,INC (Continued) 1014387369 Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported HAZN ET: Site Name: AVID BIOSERVICES INC Year: 2017 GEPAID: CAR000208785 Contact: JULIE J SWANSON Telephone: 7145086135 Mailing Name: Not reported Mailing Address: 2642 MICHELLE DRIVE Mailing City,St,Zip: TUSTIN,CA 927800000 Gen County: Orange TSD EPA ID: ARD981057870 TSD County: 99 Waste Category: Off-specification,aged or surplus organics Disposal Method: Fuel Blending Prior To Energy Recovery At Another Site Tons: 0.0175 Cat Decode: Off-specification,aged or surplus organics Method Decode: Fuel Blending Prior To Energy Recovery At Another Site Facility County: Orange Site Name: AVID BIOSERVICES INC Year: 2017 GEPAID: CAR000208785 Contact: JULIE J SWANSON Telephone: 7145086135 Mailing Name: Not reported Mailing Address: 2642 MICHELLE DRIVE Mailing City,St,Zip: TUSTIN,CA 927800000 Gen County: Orange TSD EPA ID: UTD981552177 TSD County: 99 Waste Category: Laboratory waste chemicals Disposal Method: Incineration--Thermal Destruction Other Than Use As A Fuel Tons: 0.039 Cat Decode: Laboratory waste chemicals Method Decode: Incineration--Thermal Destruction Other Than Use As A Fuel Facility County: Orange Site Name: AVID BIOSERVICES INC Year: 2017 GEPAID: CAR000208785 Contact: JULIE J SWANSON Telephone: 7145086135 Mailing Name: Not reported Mailing Address: 2642 MICHELLE DRIVE Mailing City,St,Zip: TUSTIN,CA 927800000 Gen County: Orange TSD EPA ID: UTD981552177 TSD County: 99 Waste Category: Laboratory waste chemicals TC5655027.2s Page 242 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AVID BIOSERVICES,INC (Continued) 1014387369 Disposal Method: Incineration--Thermal Destruction Other Than Use As A Fuel Tons: 0.039 Cat Decode: Laboratory waste chemicals Method Decode: Incineration--Thermal Destruction Other Than Use As A Fuel Facility County: Orange Site Name: AVID BIOSERVICES INC Year: 2017 GEPAID: CAR000208785 Contact: JULIE J SWANSON Telephone: 7145086135 Mailing Name: Not reported Mailing Address: 2642 MICHELLE DRIVE Mailing City,St,Zip: TUSTIN,CA 927800000 Gen County: Orange TSD EPA ID: ARD069748192 TSD County: 99 Waste Category: Laboratory waste chemicals Disposal Method: Incineration--Thermal Destruction Other Than Use As A Fuel Tons: 0.0225 Cat Decode: Laboratory waste chemicals Method Decode: Incineration--Thermal Destruction Other Than Use As A Fuel Facility County: Orange Site Name: AVID BIOSERVICES INC Year: 2017 GEPAID: CAR000208785 Contact: JULIE J SWANSON Telephone: 7145086135 Mailing Name: Not reported Mailing Address: 2642 MICHELLE DRIVE Mailing City,St,Zip: TUSTIN,CA 927800000 Gen County: Orange TSD EPA ID: ARD981057870 TSD County: 99 Waste Category: Off-specification,aged or surplus organics Disposal Method: Fuel Blending Prior To Energy Recovery At Another Site Tons: 0.0175 Cat Decode: Off-specification,aged or surplus organics Method Decode: Fuel Blending Prior To Energy Recovery At Another Site Facility County: Orange C;lirk this hgpPrlink while viewing on your computer to access 71 additional CA_HAZNET:record(s)in the EDR Site Report. CERS TANKS: Site ID: 10204 CERS ID: 10500154 Site Name: AVID BIOSERVICES, INC. CERS Description: Chemical Storage Facilities Coordinates: Site ID: 10204 Facility Name: Avid Bioservices,Inc. Env Int Type Code: HWG Program ID: 10500154 Coord Name: Not reported TC5655027.2s Page 243 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AVID BIOSERVICES,INC (Continued) 1014387369 Ref Point Type Desc: Center of a facility or station. Latitude: 33.719540 Longitude: -117.803730 Affiliation: Affiliation Type Desc: Environmental Contact Entity Name: Julie Swanson Entity Title: Not reported Affiliation Address: 2642 Michelle Drive Affiliation City: Tustin Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92780 Affiliation Phone: Not reported Affiliation Type Desc: Facility Mailing Address Entity Name: Mailing Address Entity Title: Not reported Affiliation Address: 2642 Michelle Drive Affiliation City: Tustin Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92780 Affiliation Phone: Not reported Affiliation Type Desc: Identification Signer Entity Name: Julie Swanson Entity Title: EHS Manager Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Operator Entity Name: Avid Bioservices,Inc. Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: (714)508-6100 Affiliation Type Desc: Legal Owner Entity Name: Avid Bioservices,Inc. Entity Title: Not reported Affiliation Address: 2642 Michelle Drive Affiliation City: Tustin Affiliation State: CA Affiliation Country: United States Affiliation Zip: 92780 Affiliation Phone: (714)508-6000 Affiliation Type Desc: CUPA District Entity Name: Orange County Env Health TC5655027.2s Page 244 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AVID BIOSERVICES,INC (Continued) 1014387369 Entity Title: Not reported Affiliation Address: 1241 East Dyer RoadSuite 120 Affiliation City: Santa Ana Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92705-5611 Affiliation Phone: (714)433-6000 Affiliation Type Desc: Document Preparer Entity Name: Julie Swanson Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Parent Corporation Entity Name: Peregrine Pharmaceuticals, Inc. Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported K48 ASINC,INCORPORATED RCRA-SQG 1000308020 South 14661-C MYFORD ROAD CAD981375785 1/8-1/4 TUSTIN,CA 92780 0.153 mi. 807 ft. Site 1 of 3 in cluster K Relative: RCRA-SQG: Lower Date form received by agency:09/01/1996 Actual: Facility name: ASINC, INCORPORATED 61 ft. Facility address: 14661-C MYFORD ROAD TUSTIN,CA 92780 EPA ID: CAD981375785 Contact: Not reported Contact address: Not reported Not reported Contact country: US Contact telephone: Not reported Contact email: Not reported EPA Region: 09 Classification: Small Small Quantity Generator Description: Handler:generates more than 100 and less than 1000 kg of hazardous waste during any calendar month and accumulates less than 6000 kg of hazardous waste at any time;or generates 100 kg or less of hazardous waste during any calendar month,and accumulates more than 1000 kg of hazardous waste at any time Owner/Operator Summary: Owner/operator name: NOT REQUIRED TC5655027.2s Page 245 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number ASINC,INCORPORATED (Continued) 1000308020 Owner/operator address: NOT REQUIRED NOT REQUIRED,ME 99999 Owner/operator country: Not reported Owner/operator telephone: 415-555-1212 Owner/operator email: Not reported Owner/operator fax: Not reported Owner/operator extension: Not reported Legal status: Private Owner/Operator Type: Operator Owner/Op start date: Not reported Owner/Op end date: Not reported Owner/operator name: ASINC, INCORPORATED Owner/operator address: NOT REQUIRED NOT REQUIRED,ME 99999 Owner/operator country: Not reported Owner/operator telephone: 415-555-1212 Owner/operator email: Not reported Owner/operator fax: Not reported Owner/operator extension: Not reported Legal status: Private Owner/Operator Type: Owner Owner/Op start date: Not reported Owner/Op end date: Not reported Handler Activities Summary: U.S.importer of hazardous waste: No Mixed waste(haz.and radioactive): No Recycler of hazardous waste: No Transporter of hazardous waste: No Treater,storer or disposer of HW: No Underground injection activity: No On-site burner exemption: No Furnace exemption: No Used oil fuel burner: No Used oil processor: No User oil refiner: No Used oil fuel marketer to burner: No Used oil Specification marketer: No Used oil transfer facility: No Used oil transporter: No Historical Generators: Date form received by agency:01/29/1986 Site name: ASINC, INCORPORATED Classification: Large Quantity Generator Violation Status: No violations found TC5655027.2s Page 246 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number 49 SECOND SOURCE COMPUTERS INC RCRA-SQG 1000338483 SW 14712 BENTLEY CIR FINDS CAD981642549 1/8-1/4 TUSTIN,CA 92780 ECHO 0.153 mi. 810 ft. Relative: RCRA-SQG: Lower Date form received by agency:09/01/1996 Actual: Facility name: SECOND SOURCE COMPUTERS INC 65 ft. Facility address: 14712 BENTLEY CIR TUSTIN,CA 92780 EPA ID: CAD981642549 Contact: Not reported Contact address: Not reported Not reported Contact country: US Contact telephone: Not reported Contact email: Not reported EPA Region: 09 Classification: Small Small Quantity Generator Description: Handler:generates more than 100 and less than 1000 kg of hazardous waste during any calendar month and accumulates less than 6000 kg of hazardous waste at any time;or generates 100 kg or less of hazardous waste during any calendar month,and accumulates more than 1000 kg of hazardous waste at any time Owner/Operator Summary: Owner/operator name: NOT REQUIRED Owner/operator address: NOT REQUIRED NOT REQUIRED,ME 99999 Owner/operator country: Not reported Owner/operator telephone: 415-555-1212 Owner/operator email: Not reported Owner/operator fax: Not reported Owner/operator extension: Not reported Legal status: Private Owner/Operator Type: Operator Owner/Op start date: Not reported Owner/Op end date: Not reported Owner/operator name: JACOBSON FRANK Owner/operator address: NOT REQUIRED NOT REQUIRED,ME 99999 Owner/operator country: Not reported Owner/operator telephone: 415-555-1212 Owner/operator email: Not reported Owner/operator fax: Not reported Owner/operator extension: Not reported Legal status: Private Owner/Operator Type: Owner Owner/Op start date: Not reported Owner/Op end date: Not reported Handler Activities Summary: U.S.importer of hazardous waste: No Mixed waste(haz.and radioactive): No Recycler of hazardous waste: No Transporter of hazardous waste: No TC5655027.2s Page 247 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SECOND SOURCE COMPUTERS INC (Continued) 1000338483 Treater,storer or disposer of HW: No Underground injection activity: No On-site burner exemption: No Furnace exemption: No Used oil fuel burner: No Used oil processor: No User oil refiner: No Used oil fuel marketer to burner: No Used oil Specification marketer: No Used oil transfer facility: No Used oil transporter: No Historical Generators: Date form received by agency:03/04/1987 Site name: SECOND SOURCE COMPUTERS INC Classification: Large Quantity Generator Violation Status: No violations found FINDS: Registry ID: 110006472904 Environmental Interest/Information System RCRAInfo is a national information system that supports the Resource Conservation and Recovery Act(RCRA)program through the tracking of events and activities related to facilities that generate,transport, and treat,store,or dispose of hazardous waste.RCRAInfo allows RCRA program staff to track the notification,permit,compliance,and corrective action activities required under RCRA. dirk this hgpPrlink while viewing on your computer to access additional FINDS:detail in the EDR Site Report. ECHO: Envid: 1000338483 Registry ID: 110006472904 DFR URL: hftp://echo.epa.gov/detailed-facility-report?fid=110006472904 50 GUY KYLE ENTERPRISES INC DBA MINUTEMAN PRESS DRYCLEANERS S111075494 West 2600 WALNUT AVE STE H N/A 1/8-1/4 TUSTIN,CA 92780 0.155 mi. 818 ft. Relative: DRYCLEANERS: Higher EPA Id: CAL000363009 Actual: NAICS Code: 812331 68 ft. NAICS Description: Linen Supply SIC Code: 7213 SIC Description: Linen Supply Create Date: 04/18/2011 Facility Active: Yes Inactive Date: Not reported Facility Addr2: Not reported Owner Name: GUY KYLE ENTERPRISES INC TC5655027.2s Page 248 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number GUY KYLE ENTERPRISES INC DBA MINUTEMAN PRESS (Continued) S111075494 Owner Address: 15059 CARNELL ST Owner Address 2: Not reported Owner Telephone: 5627155925 Contact Name: GUY KYLE Contact Address: 649 W IMPERIAL HWY#B Contact Address 2: Not reported Contact Telephone: 7145299022 Mailing Name: Not reported Mailing Address 1: 2600 WALNUT AVE STE H Mailing Address 2: Not reported Mailing City: TUSTIN Mailing State: CA Mailing Zip: 927807032 Owner Fax: 0000000000 Region Code: 4 151 ARCO INDUSTRIES/WESTERN RCRA NonGen/NLR 1024792655 SW 14711 SINCLAIR CIRCLE CAL000124761 1/8-1/4 TUSTIN,CA 92680 0.165 mi. 873 ft. Site 2 of 3 in cluster I Relative: RCRA NonGen/NLR: Lower Date form received by agency:10/02/1995 Actual: Facility name: ARCO INDUSTRIES/WESTERN 64 ft. Facility address: 14711 SINCLAIR CIRCLE TUSTIN,CA 92680-0000 EPA ID: CAL000124761 Mailing address: 14711 SINCLAIR CIR TUSTIN,CA 92780-0000 Contact: ED SEKI Contact address: 14711 SINCLAIR CIR TUSTIN,CA 92780 Contact country: Not reported Contact telephone: 714-838-1177 Contact email: ARCOINDUSTRIES@AOL.COM EPA Region: 09 Classification: Non-Generator Description: Handler:Non-Generators do not presently generate hazardous waste Owner/Operator Summary: Owner/operator name: ED SEKI Owner/operator address: 14711 SINCLAIR CIR TUSTIN,CA 92780 Owner/operator country: Not reported Owner/operator telephone: 714-838-1177 Owner/operator email: Not reported Owner/operator fax: Not reported Owner/operator extension: Not reported Legal status: Other Owner/Operator Type: Operator Owner/Op start date: Not reported Owner/Op end date: Not reported Owner/operator name: ED SEKI Owner/operator address: 14711 SINCLAIR CIR TUSTIN,CA 92780 TC5655027.2s Page 249 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number ARCO INDLISTRIES/WESTERN (Continued) 1024792655 Owner/operator country: Not reported Owner/operator telephone: 714-838-1177 Owner/operator email: Not reported Owner/operator fax: Not reported Owner/operator extension: Not reported Legal status: Other Owner/Operator Type: Owner Owner/Op start date: Not reported Owner/Op end date: Not reported Handler Activities Summary: U.S.importer of hazardous waste: No Mixed waste(haz.and radioactive): No Recycler of hazardous waste: No Transporter of hazardous waste: Yes Treater,storer or disposer of HW: No Underground injection activity: No On-site burner exemption: No Furnace exemption: No Used oil fuel burner: No Used oil processor: No User oil refiner: No Used oil fuel marketer to burner: No Used oil Specification marketer: No Used oil transfer facility: No Used oil transporter: No Violation Status: No violations found 152 AIRCRAFT QUALITY METALS INC RCRA NonGen/NLR 1024869106 SW 14711 SINCLAIR CIRCLE CAL000437715 1/8-1/4 TUSTIN,CA 92780 0.165 mi. 873 ft. Site 3 of 3 in cluster Relative: RCRA NonGen/NLR: Lower Date form received by agency:07/20/2018 Actual: Facility name: AIRCRAFT QUALITY METALS INC 64 ft. Facility address: 14711 SINCLAIR CIRCLE TUSTIN,CA 92780 EPA ID: CAL000437715 Contact: BRIAN LOCK Contact address: 14711 SINCLAIR CIRCLE TUSTIN,CA 92780 Contact country: Not reported Contact telephone: 714-669-2902 Contact email: Not reported EPA Region: 09 Classification: Non-Generator Description: Handler:Non-Generators do not presently generate hazardous waste Owner/Operator Summary: Owner/operator name: BRIAN LOCK Owner/operator address: 14711 SINCLAIR CIRCLE TUSTIN,CA 92780 Owner/operator country: Not reported Owner/operator telephone: 714-669-2902 Owner/operator email: Not reported TC5655027.2s Page 250 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AIRCRAFT QUALITY METALS INC (Continued) 1024869106 Owner/operator fax: Not reported Owner/operator extension: Not reported Legal status: Other Owner/Operator Type: Operator Owner/Op start date: Not reported Owner/Op end date: Not reported Owner/operator name: AIRCRAFT QUALITY METALS INC Owner/operator address: 14711 SINCLAIR CIRCLE TUSTIN,CA 92780 Owner/operator country: Not reported Owner/operator telephone: 714-669-2902 Owner/operator email: Not reported Owner/operator fax: Not reported Owner/operator extension: Not reported Legal status: Other Owner/Operator Type: Owner Owner/Op start date: Not reported Owner/Op end date: Not reported Handler Activities Summary: U.S.importer of hazardous waste: No Mixed waste(haz.and radioactive): No Recycler of hazardous waste: No Transporter of hazardous waste: Yes Treater,storer or disposer of HW: No Underground injection activity: No On-site burner exemption: No Furnace exemption: No Used oil fuel burner: No Used oil processor: No User oil refiner: No Used oil fuel marketer to burner: No Used oil Specification marketer: No Used oil transfer facility: No Used oil transporter: No Violation Status: No violations found K53 PERFECT LAMINATION RCRA-SQG 1000228127 South 14701-C MYFORD RD HAZNET CAD982347452 1/8-1/4 TUSTIN,CA 92780 0.177 mi. 937 ft. Site 2 of 3 in cluster K Relative: RCRA-SQG: Lower Date form received by agency:02/08/1988 Actual: Facility name: PERFECT LAMINATION 61 ft. Facility address: 14701-C MYFORD RD TUSTIN,CA 92780 EPA ID: CAD982347452 Contact: ENVIRONMENTAL MANAGER Contact address: 14701-C MYFORD RD TUSTIN,CA 92680 Contact country: US Contact telephone: 714-832-6818 Contact email: Not reported EPA Region: 09 TC5655027.2s Page 251 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PERFECT LAMINATION (Continued) 1000228127 Classification: Small Small Quantity Generator Description: Handler:generates more than 100 and less than 1000 kg of hazardous waste during any calendar month and accumulates less than 6000 kg of hazardous waste at any time;or generates 100 kg or less of hazardous waste during any calendar month,and accumulates more than 1000 kg of hazardous waste at any time Owner/Operator Summary: Owner/operator name: NGUYEN GIA Owner/operator address: NOT REQUIRED NOT REQUIRED,ME 99999 Owner/operator country: Not reported Owner/operator telephone: 415-555-1212 Owner/operator email: Not reported Owner/operator fax: Not reported Owner/operator extension: Not reported Legal status: Private Owner/Operator Type: Owner Owner/Op start date: Not reported Owner/Op end date: Not reported Owner/operator name: NOT REQUIRED Owner/operator address: NOT REQUIRED NOT REQUIRED,ME 99999 Owner/operator country: Not reported Owner/operator telephone: 415-555-1212 Owner/operator email: Not reported Owner/operator fax: Not reported Owner/operator extension: Not reported Legal status: Private Owner/Operator Type: Operator Owner/Op start date: Not reported Owner/Op end date: Not reported Handler Activities Summary: U.S.importer of hazardous waste: No Mixed waste(haz.and radioactive): No Recycler of hazardous waste: No Transporter of hazardous waste: No Treater,storer or disposer of HW: No Underground injection activity: No On-site burner exemption: No Furnace exemption: No Used oil fuel burner: No Used oil processor: No User oil refiner: No Used oil fuel marketer to burner: No Used oil Specification marketer: No Used oil transfer facility: No Used oil transporter: No Violation Status: No violations found HAZN ET: Site Name: PERFECT LAMINATION Year: 2005 GEPAID: CAD982347452 TC5655027.2s Page 252 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PERFECT LAMINATION (Continued) 1000228127 Contact: GIA D NGUYEN OWNER Telephone: 7148326818 Mailing Name: Not reported Mailing Address: 14701-C MYFORD RD Mailing City,St,Zip: TUSTIN,CA 926800000 Gen County: Not reported TSD EPA ID: CAT080033681 TSD County: Not reported Waste Category: Off-specification,aged or surplus inorganics Disposal Method: Not reported Tons: 0.04 Cat Decode: Not reported Method Decode: Not reported Facility County: Orange Site Name: PERFECT LAMINATION Year: 1999 GEPAID: CAD982347452 Contact: GIA D NGUYEN Telephone: 9494759821 Mailing Name: Not reported Mailing Address: 14701-C MYFORD RD Mailing City,St,Zip: TUSTIN,CA 926800000 Gen County: Not reported TSD EPA ID: CAT080013352 TSD County: Not reported Waste Category: Unspecified sludge waste Disposal Method: Not reported Tons: .0208 Cat Decode: Not reported Method Decode: Not reported Facility County: Orange Site Name: PERFECT LAMINATION Year: 1999 GEPAID: CAD982347452 Contact: GIA D NGUYEN Telephone: 9494759821 Mailing Name: Not reported Mailing Address: 14701-C MYFORD RD Mailing City,St,Zip: TUSTIN,CA 926800000 Gen County: Not reported TSD EPA ID: CAT080033681 TSD County: Not reported Waste Category: Unspecified sludge waste Disposal Method: Disposal,Land Fill Tons: .0208 Cat Decode: Not reported Method Decode: Not reported Facility County: Orange Site Name: PERFECT LAMINATION Year: 1997 GEPAID: CAD982347452 Contact: GIA D NGUYEN Telephone: 9494759821 Mailing Name: Not reported TC5655027.2s Page 253 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PERFECT LAMINATION (Continued) 1000228127 Mailing Address: 14701-C MYFORD RD Mailing City,St,Zip: TUSTIN,CA 926800000 Gen County: Not reported TSD EPA ID: CAD089446710 TSD County: Not reported Waste Category: Unspecified sludge waste Disposal Method: Transfer Station Tons: .0375 Cat Decode: Not reported Method Decode: Not reported Facility County: Orange Site Name: PERFECT LAMINATION Year: 1995 GEPAID: CAD982347452 Contact: GIA D NGUYEN Telephone: 9494759821 Mailing Name: Not reported Mailing Address: 14701-C MYFORD RD Mailing City,St,Zip: TUSTIN,CA 926800000 Gen County: Not reported TSD EPA ID: CAD000088252 TSD County: Not reported Waste Category: Other inorganic solid waste Disposal Method: Transfer Station Tons: .0417 Cat Decode: Not reported Method Decode: Not reported Facility County: Orange dirk this hgpprlink while viewing on your computer to access 1 additional CA_HAZNET:record(s)in the EDR Site Report. J54 RENAL DEVICES INC RCRA-SQG 1000147701 North 14281 FRANKLIN AVE FINDS CAD085596799 1/8-1/4 TUSTIN,CA 92780 ECHO 0.178 mi. 938 ft. Site 5 of 7 in cluster J Relative: RCRA-SQG: Higher Date form received by agency:09/01/1996 Actual: Facility name: RENAL DEVICES INC 74 ft. Facility address: 14281 FRANKLIN AVE TUSTIN,CA 92780 EPA ID: CAD085596799 Contact: Not reported Contact address: Not reported Not reported Contact country: US Contact telephone: Not reported Contact email: Not reported EPA Region: 09 Classification: Small Small Quantity Generator Description: Handler:generates more than 100 and less than 1000 kg of hazardous waste during any calendar month and accumulates less than 6000 kg of hazardous waste at any time;or generates 100 kg or less of hazardous waste during any calendar month,and accumulates more than 1000 kg of hazardous waste at any time TC5655027.2s Page 254 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number RENAL DEVICES INC (Continued) 1000147701 Owner/Operator Summary: Owner/operator name: WILLIAM R MILLER Owner/operator address: NOT REQUIRED NOT REQUIRED,ME 99999 Owner/operator country: Not reported Owner/operator telephone: 415-555-1212 Owner/operator email: Not reported Owner/operator fax: Not reported Owner/operator extension: Not reported Legal status: Private Owner/Operator Type: Owner Owner/Op start date: Not reported Owner/Op end date: Not reported Owner/operator name: NOT REQUIRED Owner/operator address: NOT REQUIRED NOT REQUIRED,ME 99999 Owner/operator country: Not reported Owner/operator telephone: 415-555-1212 Owner/operator email: Not reported Owner/operator fax: Not reported Owner/operator extension: Not reported Legal status: Private Owner/Operator Type: Operator Owner/Op start date: Not reported Owner/Op end date: Not reported Handler Activities Summary: U.S.importer of hazardous waste: No Mixed waste(haz.and radioactive): No Recycler of hazardous waste: No Transporter of hazardous waste: No Treater,storer or disposer of HW: No Underground injection activity: No On-site burner exemption: No Furnace exemption: No Used oil fuel burner: No Used oil processor: No User oil refiner: No Used oil fuel marketer to burner: No Used oil Specification marketer: No Used oil transfer facility: No Used oil transporter: No Historical Generators: Date form received by agency:12/16/1980 Site name: RENAL DEVICES INC Classification: Large Quantity Generator Violation Status: No violations found FINDS: Registry ID: 110006467983 Environmental Interest/Information System TC5655027.2s Page 255 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number RENAL DEVICES INC (Continued) 1000147701 RCRAInfo is a national information system that supports the Resource Conservation and Recovery Act(RCRA)program through the tracking of events and activities related to facilities that generate,transport, and treat,store,or dispose of hazardous waste.RCRAInfo allows RCRA program staff to track the notification,permit,compliance,and corrective action activities required under RCRA. dirk this hgpprlink while viewing on your computer to access additional FINDS:detail in the EDR Site Report. ECHO: Envid: 1000147701 Registry ID: 110006467983 DFR URL: hftp://echo.epa.gov/detailed-facility-report?fid=110006467983 55 VANDAL ENGINEERING CERS HAZ WASTE S113074307 SSW 2822 WALNUT AVE STE B HAZNET N/A 1/8-1/4 TUSTIN,CA 92780 CERS 0.179 mi. 943 ft. Relative: CERS HAZ WASTE: Lower Site ID: 513711 Actual: CERS ID: 10549024 62 ft. CERS Description: Hazardous Waste Generator Evaluation: Eval General Type: Other/Unknown Eval Date: 12-15-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Draft reports and update site info. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 07-25-2017 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous waste inspection.Consent to enter and inspect granted by Don Vandal.Observed the shop area,waste storage area,perimeter of facility and trash container.Containers of wastes are covered and labeled.Wastes include oily water/coolant.Manifests for waste disposal are available for review.The emergency response label is posted in the facility.Verified the owner as Vandal Engineering Inc. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 12-04-2015 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous waste inspection.Consent to enter and inspect granted by Don Vandal.Observed the shop area,waste storage TC5655027.2s Page 256 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number VANDAL ENGINEERING (Continued) S113074307 area,perimeter of facility and trash container.Drums of wastes are covered and labeled.Wastes include coolant with tramp oil.Manifests for waste disposal are available for review.The emergency response label is posted in the facility.Verified the owner as Vandal Engineering Inc. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 12-04-2015 Violations Found: No Eval Type: Routine done by local agency Eval Notes: Vandal Engineering 2822 Walnut Ave.Suite B Tustin,CA 92780 On site for a routine hazardous materials inspection.Consent to enter and inspect granted by Don Vandal.Observed the hazardous materials storage areas.The following qualifying hazardous materials were observed today:-110 gallons waste coolant with tramp oil-55 gallons new water soluble coolant Chapter 6.95 of Division 20 of the California Health and Safety Code(H&SC)and Section 11022 of Title 42 of the United States Code contain the minimum requirements for hazardous material inventory reporting and data management.These regulations require businesses within this jurisdiction to complete a chemical inventory form to disclose hazardous materials stored,used, or handled on site.This disclosure information will assist emergency responders in planning for and handling emergencies involving hazardous materials.The main program objective is to safeguard the lives of emergency responders,the[Truncated] Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 07-25-2017 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous materials inspection.Consent to enter and inspect granted by Don Vandal.Observed the hazardous materials storage areas.The following hazardous materials were observed today: -Approximately 100 gallons water soluble coolants in CNC machines- 110 gallons waste oily water/coolant in drums Chapter 6.95 of Division 20 of the California Health and Safety Code(H&SC)and Section 11022 of Title 42 of the United States Code contain the minimum requirements for hazardous material inventory reporting and data management.These regulations require businesses within this jurisdiction to complete a chemical inventory form to disclose hazardous materials stored,used, or handled on site.This disclosure information will assist emergency responders in planning for and handling emergencies involving hazardous materials.The main program objective is to safeguard the lives of emergency responders,the public,and to minimize property loss.The[Truncated] Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Affiliation: Affiliation Type Desc: Parent Corporation TC5655027.2s Page 257 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number VANDAL ENGINEERING (Continued) S113074307 Entity Name: VANDAL ENGINEERING Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: CUPA District Entity Name: Orange County Env Health Entity Title: Not reported Affiliation Address: 1241 East Dyer RoadSuite 120 Affiliation City: Santa Ana Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92705-5611 Affiliation Phone: (714)433-6000 HAZN ET: Site Name: BARROT CORPORATION Year: 2005 GEPAID: CAL000130975 Contact: ROBERT BARROT Telephone: 9498521640 Mailing Name: Not reported Mailing Address: 1881 KAISER AVE Mailing City,St,Zip: IRVINE,CA 926140000 Gen County: Not reported TSD EPA ID: NVT330010000 TSD County: Not reported Waste Category: Other organic solids Disposal Method: Not reported Tons: 0.25 Cat Decode: Not reported Method Decode: Not reported Facility County: Orange Site Name: BARROT CORPORATION Year: 2005 GEPAID: CAL000130975 Contact: ROBERT BARROT Telephone: 9498521640 Mailing Name: Not reported Mailing Address: 1881 KAISER AVE Mailing City,St,Zip: IRVINE,CA 926140000 Gen County: Not reported TSD EPA ID: NVT330010000 TSD County: Not reported Waste Category: Other organic solids Disposal Method: Not reported Tons: 0.25 Cat Decode: Not reported Method Decode: Not reported Facility County: Orange TC5655027.2s Page 258 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number VANDAL ENGINEERING (Continued) S113074307 Site Name: BARROT CORPORATION Year: 2005 GEPAID: CAL000130975 Contact: ROBERT BARROT Telephone: 9498521640 Mailing Name: Not reported Mailing Address: 1881 KAISER AVE Mailing City,St,Zip: IRVINE,CA 926140000 Gen County: Not reported TSD EPA ID: NVT330010000 TSD County: Not reported Waste Category: Other inorganic solid waste Disposal Method: Disposal,Land Fill Tons: 0.25 Cat Decode: Not reported Method Decode: Not reported Facility County: Orange Site Name: BARROT CORPORATION Year: 2005 GEPAID: CAL000130975 Contact: ROBERT BARROT Telephone: 9498521640 Mailing Name: Not reported Mailing Address: 1881 KAISER AVE Mailing City,St,Zip: IRVINE,CA 926140000 Gen County: Not reported TSD EPA ID: NVT330010000 TSD County: Not reported Waste Category: Other inorganic solid waste Disposal Method: Disposal,Land Fill Tons: 0.25 Cat Decode: Not reported Method Decode: Not reported Facility County: Orange Site Name: BARROT CORPORATION Year: 2000 GEPAID: CAL000130975 Contact: ROBERT BARROT Telephone: 9498521640 Mailing Name: Not reported Mailing Address: 1881 KAISER AVE Mailing City,St,Zip: IRVINE,CA 926140000 Gen County: Not reported TSD EPA ID: CAD981696420 TSD County: Not reported Waste Category: Waste oil and mixed oil Disposal Method: Transfer Station Tons: 3.04 Cat Decode: Not reported Method Decode: Not reported Facility County: Orange C;lirk this hgpprlink while viewing on your computer to access 11 additional CA_HAZNET:record(s)in the EDR Site Report. TC5655027.2s Page 259 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number VANDAL ENGINEERING (Continued) S113074307 CERS TANKS: Site ID: 416168 CERS ID: 10564453 Site Name: LEONARD J KROKO INC CERS Description: Chemical Storage Facilities Violations: Site ID: 416168 Site Name: LEONARD J KROKO INC Violation Date: 01-28-2016 Citation: HSC 6.95 25505(a)(4)-California Health and Safety Code,Chapter 6.95,Section(s)25505(a)(4) Violation Description: Failure to provide initial and annual training to all employees in safety procedures in the event of a release or threatened release of a hazardous material or failure to document and maintain training records for a minimum of three years. Violation Notes: Returned to compliance on 02/29/2016.OBSERVATION:Annual training documentation for all applicable employees was not available. CORRECTIVE ACTION:Submit documentation to the CUPA demonstrating that employees have received training on safe handling of hazardous materials and the Emergency Response Plan. Violation Division: Orange County Environmental Health Violation Program: HMRRP Violation Source: CERS Evaluation: Eval General Type: Compliance Evaluation Inspection Eval Date: 01-28-2016 Violations Found: Yes Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous materials inspection.Consent to enter and inspect granted by Ned Kroko.Observed the hazardous materials storage areas.The following qualifying hazardous materials were observed today:-Approximately 1250 cubic feet compressed nitrogen gas-Approximately 1000 cubic feet compressed oxygen gas- Approximately 2250 cubic feet compressed helium gas-Approximately 1250 cubic feet compressed argon gas A copy of the Business Emergency Plan is available on site.Correct the violation within 30 days.. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 02-29-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: This agency received and reviewed the 2016 employee signature log for hazardous materials training.Violation 1239 corrected.No outstanding violations. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 04-14-2017 Violations Found: No Eval Type: Other,not routine,done by local agency TC5655027.2s Page 260 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number VANDAL ENGINEERING (Continued) S113074307 Eval Notes: Facility has complied with 2017 reporting requirement. Reviewed and declined HMBEP submittal.The following corrections are needed: CHEMCIAL INVENTORY The Arsenic and Beryllium do not meet the minimum disclosure reporting threshold of 500 pounds and may be removed from your disclosure.These materials were not reviewed.Argon?during an inspection conducted on 1/28/16,it was observed that the Max Daily amount was 1,250 cf?please revise//mark all Federal Hazard Categories that apply Helium?you have disclosed this material twice ?combine disclosures into one report//this material was observed at 2250cf//mark all Federal Hazard Categories that apply Nitrogen-this material was observed at 1250cf//mark all Federal Hazard Categories that apply Oxygen?complete the Fire Code Hazard Classes field//this material was observed at 1000cf//mark all Federal Hazard Categories that apply SITE MAP Your site map did not transfer from E-submit. Submit a site map[Truncated] Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 01-30-2019 Violations Found: No Eval Type: Routine done by local agency Eval Notes: Not reported Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 05-13-2017 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed and declined HMBEP submittal.The following corrections are needed:CHEMCIAL INVENTORY Argon?during an inspection conducted on 1/28/16,it was observed that the total of all Argon on site(Max Daily amount)was 1,250 cf?please review and revise.If no longer stored at 1,250 cf,please leave a notation on your submittal indicating a reduction of your storage.Nitrogen-this material was observed at 1250cf?please notify if a reduction in storage has occurred.Oxygen?this material was observed at 1000cf?please note if reduced//Max Daily amount must be at least the same as the Largest Container Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 07-11-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Read/review pre 2015 HMBEP submission.Accepted pending review of the more recent submission. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown TC5655027.2s Page 261 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number VANDAL ENGINEERING (Continued) S113074307 Eval Date: 06-16-2017 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed and accepted HMBEP submittal.All corrections have been made. Facility has disclosed 4 chemicals. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 07-23-2014 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: HM technical and regulatory review. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Affiliation: Affiliation Type Desc: Environmental Contact Entity Name: Ned Kroko Entity Title: Not reported Affiliation Address: 2822-D Walnut Avenue Affiliation City: Tustin Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92780 Affiliation Phone: Not reported Affiliation Type Desc: Facility Mailing Address Entity Name: Mailing Address Entity Title: Not reported Affiliation Address: 2822 WALNUT AV Suite D Affiliation City: TUSTIN Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92780 Affiliation Phone: Not reported Affiliation Type Desc: Identification Signer Entity Name: Ned Kroko Entity Title: President Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Operator Entity Name: Ned Kroko Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported TC5655027.2s Page 262 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number VANDAL ENGINEERING (Continued) S113074307 Affiliation Phone: (714)832-8761 Affiliation Type Desc: Parent Corporation Entity Name: LEONARD J KROKO INC Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: CUPA District Entity Name: Orange County Env Health Entity Title: Not reported Affiliation Address: 1241 East Dyer RoadSuite 120 Affiliation City: Santa Ana Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92705-5611 Affiliation Phone: (714)433-6000 Affiliation Type Desc: Document Preparer Entity Name: Ned Kroko Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Legal Owner Entity Name: LEONARD J KROKO INC. Entity Title: Not reported Affiliation Address: 2822 WALNUT AV Suite D Affiliation City: TUSTIN Affiliation State: CA Affiliation Country: United States Affiliation Zip: 92780 Affiliation Phone: (714)832-8761 Site ID: 513711 CERS ID: 10549024 Site Name: VANDAL ENGINEERING CERS Description: Chemical Storage Facilities Evaluation: Eval General Type: Other/Unknown Eval Date: 12-15-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Draft reports and update site info. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS TC5655027.2s Page 263 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number VANDAL ENGINEERING (Continued) S113074307 Eval General Type: Compliance Evaluation Inspection Eval Date: 07-25-2017 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous waste inspection.Consent to enter and inspect granted by Don Vandal.Observed the shop area,waste storage area,perimeter of facility and trash container.Containers of wastes are covered and labeled.Wastes include oily water/coolant.Manifests for waste disposal are available for review.The emergency response label is posted in the facility.Verified the owner as Vandal Engineering Inc. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 12-04-2015 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous waste inspection.Consent to enter and inspect granted by Don Vandal.Observed the shop area,waste storage area,perimeter of facility and trash container.Drums of wastes are covered and labeled.Wastes include coolant with tramp oil.Manifests for waste disposal are available for review.The emergency response label is posted in the facility.Verified the owner as Vandal Engineering Inc. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 12-04-2015 Violations Found: No Eval Type: Routine done by local agency Eval Notes: Vandal Engineering 2822 Walnut Ave.Suite B Tustin,CA 92780 On site for a routine hazardous materials inspection.Consent to enter and inspect granted by Don Vandal.Observed the hazardous materials storage areas.The following qualifying hazardous materials were observed today:-110 gallons waste coolant with tramp oil-55 gallons new water soluble coolant Chapter 6.95 of Division 20 of the California Health and Safety Code(H&SC)and Section 11022 of Title 42 of the United States Code contain the minimum requirements for hazardous material inventory reporting and data management.These regulations require businesses within this jurisdiction to complete a chemical inventory form to disclose hazardous materials stored,used, or handled on site.This disclosure information will assist emergency responders in planning for and handling emergencies involving hazardous materials.The main program objective is to safeguard the lives of emergency responders,the[Truncated] Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 07-25-2017 Violations Found: No Eval Type: Routine done by local agency TC5655027.2s Page 264 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number VANDAL ENGINEERING (Continued) S113074307 Eval Notes: On site for a routine hazardous materials inspection.Consent to enter and inspect granted by Don Vandal.Observed the hazardous materials storage areas.The following hazardous materials were observed today: -Approximately 100 gallons water soluble coolants in CNC machines- 110 gallons waste oily water/coolant in drums Chapter 6.95 of Division 20 of the California Health and Safety Code(H&SC)and Section 11022 of Title 42 of the United States Code contain the minimum requirements for hazardous material inventory reporting and data management.These regulations require businesses within this jurisdiction to complete a chemical inventory form to disclose hazardous materials stored,used, or handled on site.This disclosure information will assist emergency responders in planning for and handling emergencies involving hazardous materials.The main program objective is to safeguard the lives of emergency responders,the public,and to minimize property loss.The[Truncated] Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Affiliation: Affiliation Type Desc: Parent Corporation Entity Name: VANDAL ENGINEERING Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: CUPA District Entity Name: Orange County Env Health Entity Title: Not reported Affiliation Address: 1241 East Dyer RoadSuite 120 Affiliation City: Santa Ana Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92705-5611 Affiliation Phone: (714)433-6000 J56 AVID BIOSERVICES,INC. CERS HAZ WASTE S113031876 North 14272 FRANKLIN AVE HAZNET N/A 1/8-1/4 TUSTIN,CA 92780 CERS 0.179 mi. 944 ft. Site 6 of 7 in cluster J Relative: CERS HAZ WASTE: Higher Site ID: 142450 Actual: CERS ID: 10497766 74 ft. CERS Description: Hazardous Waste Generator Coordinates: Site ID: 142450 Facility Name: Avid Bioservices,Inc. Env Int Type Code: HWG Program ID: 10497766 Coord Name: Not reported TC5655027.2s Page 265 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AVID BIOSERVICES,INC. (Continued) S113031876 Ref Point Type Desc: Center of a facility or station. Latitude: 33.719540 Longitude: -117.803730 Affiliation: Affiliation Type Desc: Identification Signer Entity Name: Julie Swanson Entity Title: EHS Manager Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Operator Entity Name: Avid Bioservices,Inc. Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: (714)508-6100 Affiliation Type Desc: CUPA District Entity Name: Orange County Env Health Entity Title: Not reported Affiliation Address: 1241 East Dyer RoadSuite 120 Affiliation City: Santa Ana Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92705-5611 Affiliation Phone: (714)433-6000 Affiliation Type Desc: Document Preparer Entity Name: Julie Swanson Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Environmental Contact Entity Name: Julie Swanson Entity Title: Not reported Affiliation Address: 2642 Michelle Drive Affiliation City: Tustin Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92780 Affiliation Phone: Not reported Affiliation Type Desc: Facility Mailing Address Entity Name: Mailing Address TC5655027.2s Page 266 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AVID BIOSERVICES,INC. (Continued) S113031876 Entity Title: Not reported Affiliation Address: 2642 Michelle Drive Affiliation City: Tustin Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92780 Affiliation Phone: Not reported Affiliation Type Desc: Legal Owner Entity Name: Avid Bioservices,Inc. Entity Title: Not reported Affiliation Address: 2642 Michelle Drive Affiliation City: Tustin Affiliation State: CA Affiliation Country: United States Affiliation Zip: 92780 Affiliation Phone: (714)508-6100 Affiliation Type Desc: Parent Corporation Entity Name: Peregrine Pharmaceuticals, Inc. Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported HAZN ET: Site Name: BIOPROBE INTERNATIONAL INC Year: 1996 GEPAID: CAL000027855 Contact: MCKELLAR DEV OF LA JO Telephone: 0000000000 Mailing Name: Not reported Mailing Address: 14272 FRANKLIN AVE Mailing City,St,Zip: TUSTIN,CA 927807039 Gen County: Not reported TSD EPA ID: CAD009452657 TSD County: Not reported Waste Category: Laboratory waste chemicals Disposal Method: Recycler Tons: .0360 Cat Decode: Not reported Method Decode: Not reported Facility County: Orange Site Name: BIOPROBE INTERNATIONAL INC Year: 1995 GEPAID: CAL000027855 Contact: MCKELLAR DEV OF LA JO Telephone: 0000000000 Mailing Name: Not reported Mailing Address: 14272 FRANKLIN AVE Mailing City,St,Zip: TUSTIN,CA 927807039 Gen County: Not reported TC5655027.2s Page 267 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AVID BIOSERVICES,INC. (Continued) S113031876 TSD EPA ID: AZD009015389 TSD County: Not reported Waste Category: Laboratory waste chemicals Disposal Method: Recycler Tons: .1350 Cat Decode: Not reported Method Decode: Not reported Facility County: Orange Site Name: BIOPROBE INTERNATIONAL INC Year: 1995 GEPAID: CAL000027855 Contact: MCKELLAR DEV OF LA JO Telephone: 0000000000 Mailing Name: Not reported Mailing Address: 14272 FRANKLIN AVE Mailing City,St,Zip: TUSTIN,CA 927807039 Gen County: Not reported TSD EPA ID: AZD009015389 TSD County: Not reported Waste Category: Not reported Disposal Method: Recycler Tons: .0050 Cat Decode: Not reported Method Decode: Not reported Facility County: Orange Site Name: BIOPROBE INTERNATIONAL INC Year: 1995 GEPAID: CAL000027855 Contact: MCKELLAR DEV OF LA JO Telephone: 0000000000 Mailing Name: Not reported Mailing Address: 14272 FRANKLIN AVE Mailing City,St,Zip: TUSTIN,CA 927807039 Gen County: Not reported TSD EPA ID: CAD009452657 TSD County: Not reported Waste Category: Unspecified organic liquid mixture Disposal Method: Recycler Tons: .6880 Cat Decode: Not reported Method Decode: Not reported Facility County: Orange Site Name: BIOPROBE INTERNATIONAL INC Year: 1995 GEPAID: CAL000027855 Contact: MCKELLAR DEV OF LA JO Telephone: 0000000000 Mailing Name: Not reported Mailing Address: 14272 FRANKLIN AVE Mailing City,St,Zip: TUSTIN,CA 927807039 Gen County: Not reported TSD EPA ID: CAD009452657 TSD County: Not reported Waste Category: Laboratory waste chemicals TC5655027.2s Page 268 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AVID BIOSERVICES,INC. (Continued) S113031876 Disposal Method: Recycler Tons: .8425 Cat Decode: Not reported Method Decode: Not reported Facility County: Orange C;lirk this hgperlink while viewing on your computer to access 4 additional CA_HAZNET:record(s)in the EDR Site Report. CERS TANKS: Site ID: 142450 CERS ID: 10497766 Site Name: AVID BIOSERVICES, INC. CERS Description: Chemical Storage Facilities Coordinates: Site ID: 142450 Facility Name: Avid Bioservices,Inc. Env Int Type Code: HWG Program ID: 10497766 Coord Name: Not reported Ref Point Type Desc: Center of a facility or station. Latitude: 33.719540 Longitude: -117.803730 Affiliation: Affiliation Type Desc: Identification Signer Entity Name: Julie Swanson Entity Title: EHS Manager Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Operator Entity Name: Avid Bioservices,Inc. Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: (714)508-6100 Affiliation Type Desc: CUPA District Entity Name: Orange County Env Health Entity Title: Not reported Affiliation Address: 1241 East Dyer RoadSuite 120 Affiliation City: Santa Ana Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92705-5611 Affiliation Phone: (714)433-6000 Affiliation Type Desc: Document Preparer TC5655027.2s Page 269 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AVID BIOSERVICES,INC. (Continued) S113031876 Entity Name: Julie Swanson Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Environmental Contact Entity Name: Julie Swanson Entity Title: Not reported Affiliation Address: 2642 Michelle Drive Affiliation City: Tustin Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92780 Affiliation Phone: Not reported Affiliation Type Desc: Facility Mailing Address Entity Name: Mailing Address Entity Title: Not reported Affiliation Address: 2642 Michelle Drive Affiliation City: Tustin Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92780 Affiliation Phone: Not reported Affiliation Type Desc: Legal Owner Entity Name: Avid Bioservices,Inc. Entity Title: Not reported Affiliation Address: 2642 Michelle Drive Affiliation City: Tustin Affiliation State: CA Affiliation Country: United States Affiliation Zip: 92780 Affiliation Phone: (714)508-6100 Affiliation Type Desc: Parent Corporation Entity Name: Peregrine Pharmaceuticals, Inc. Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported TC5655027.2s Page 270 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number J57 ANDOTEK INC RCRA-SQG 1001231394 North 14272 FRANKLIN AVE SUITE 106 FINDS CAR000044602 1/8-1/4 TUSTIN,CA 92780 ECHO 0.179 mi. HAZNET 944 ft. Site 7 of 7 in cluster J Relative: RCRA-SQG: Higher Date form received by agency:09/23/1998 Actual: Facility name: ANDOTEK INC 74 ft. Facility address: 14272 FRANKLIN AVE SUITE 106 TUSTIN,CA 92780 EPA ID: CAR000044602 Mailing address: P O BOX 19790 1RVI NE,CA 92713-9790 Contact: WILLIAM LEAVITT Contact address: P O BOX 19790 IRVINE,CA 92713-9790 Contact country: US Contact telephone: 714-573-2737 Contact email: Not reported EPA Region: 09 Classification: Small Small Quantity Generator Description: Handler:generates more than 100 and less than 1000 kg of hazardous waste during any calendar month and accumulates less than 6000 kg of hazardous waste at any time;or generates 100 kg or less of hazardous waste during any calendar month,and accumulates more than 1000 kg of hazardous waste at any time Owner/Operator Summary: Owner/operator name: ANDOTEK INC Owner/operator address: P O BOX 19790 IRVINE,CA 92713 Owner/operator country: Not reported Owner/operator telephone: 714-573-2737 Owner/operator email: Not reported Owner/operator fax: Not reported Owner/operator extension: Not reported Legal status: Private Owner/Operator Type: Owner Owner/Op start date: Not reported Owner/Op end date: Not reported Handler Activities Summary: U.S.importer of hazardous waste: No Mixed waste(haz.and radioactive): No Recycler of hazardous waste: No Transporter of hazardous waste: No Treater,storer or disposer of HW: No Underground injection activity: No On-site burner exemption: No Furnace exemption: No Used oil fuel burner: No Used oil processor: No User oil refiner: No Used oil fuel marketer to burner: No Used oil Specification marketer: No Used oil transfer facility: No Used oil transporter: No TC5655027.2s Page 271 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number ANDOTEK INC (Continued) 1001231394 Waste code: D002 Waste name: CORROSIVE WASTE Waste code: 0002 Waste name: 2-PROPANONE(1)(OR)ACETONE(1) Waste code: 0003 Waste name: ACETONITRILE(I,T) Waste code: U154 Waste name: METHANOL(1)(OR)METHYL ALCOHOL(1) Waste code: U404 Waste name: ETHANAMINE,N,N-DIETHYL-(OR)TRIETHYLAMINE Violation Status: No violations found FINDS: Registry ID: 110002924658 Environmental Interest/Information System RCRAInfo is a national information system that supports the Resource Conservation and Recovery Act(RCRA)program through the tracking of events and activities related to facilities that generate,transport, and treat,store,or dispose of hazardous waste.RCRAInfo allows RCRA program staff to track the notification,permit,compliance,and corrective action activities required under RCRA. dirk this hgpprlink while viewing on your computer to access additional FINDS:detail in the EDR Site Report. ECHO: Envid: 1001231394 Registry ID: 110002924658 DFR URL: http://echo.epa.gov/detailed-facility-report?fid=110002924658 HAZN ET: Site Name: ANDOTEK INC Year: 1998 GEPAID: CAR000044602 Contact: Not reported Telephone: 0000000000 Mailing Name: Not reported Mailing Address: P O BOX 19790 Mailing City,St,Zip: IRVINE,CA 927139790 Gen County: Not reported TSD EPA ID: CAT080022148 TSD County: Not reported Waste Category: Other organic solids Disposal Method: Not reported Tons: .0100 Cat Decode: Not reported Method Decode: Not reported Facility County: Orange TC5655027.2s Page 272 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number ANDOTEK INC (Continued) 1001231394 Site Name: ANDOTEK INC Year: 1998 GEPAID: CAR000044602 Contact: Not reported Telephone: 0000000000 Mailing Name: Not reported Mailing Address: P O BOX 19790 Mailing City,St,Zip: IRVINE,CA 927139790 Gen County: Not reported TSD EPA ID: CAT080022148 TSD County: Not reported Waste Category: Other organic solids Disposal Method: Transfer Station Tons: .0100 Cat Decode: Not reported Method Decode: Not reported Facility County: Orange K58 BECWAR ENGINEERING RCRA-SQG 1000435121 South 14701 C MYFORD RD FINDS CAD058252602 1/8-1/4 TUSTIN,CA 92780 ECHO 0.184 mi. HAZNET 971 ft. Site 3 of 3 in cluster K Relative: RCRA-SQG: Lower Date form received by agency:09/01/1996 Actual: Facility name: BECWAR ENGINEERING 61 ft. Facility address: 14701 C MYFORD RD TUSTIN,CA 92780 EPA ID: CAD058252602 Contact: Not reported Contact address: Not reported Not reported Contact country: US Contact telephone: Not reported Contact email: Not reported EPA Region: 09 Land type: Facility is not located on Indian land.Additional information is not known. Classification: Small Small Quantity Generator Description: Handler:generates more than 100 and less than 1000 kg of hazardous waste during any calendar month and accumulates less than 6000 kg of hazardous waste at any time;or generates 100 kg or less of hazardous waste during any calendar month,and accumulates more than 1000 kg of hazardous waste at any time Owner/Operator Summary: Owner/operator name: NOT REQUIRED Owner/operator address: NOT REQUIRED NOT REQUIRED,ME 99999 Owner/operator country: Not reported Owner/operator telephone: 415-555-1212 Owner/operator email: Not reported Owner/operator fax: Not reported Owner/operator extension: Not reported Legal status: Private Owner/Operator Type: Owner Owner/Op start date: Not reported TC5655027.2s Page 273 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number BECWAR ENGINEERING (Continued) 1000435121 Owner/Op end date: Not reported Owner/operator name: NOT REQUIRED Owner/operator address: NOT REQUIRED NOT REQUIRED,ME 99999 Owner/operator country: Not reported Owner/operator telephone: 415-555-1212 Owner/operator email: Not reported Owner/operator fax: Not reported Owner/operator extension: Not reported Legal status: Private Owner/Operator Type: Operator Owner/Op start date: Not reported Owner/Op end date: Not reported Handler Activities Summary: U.S.importer of hazardous waste: No Mixed waste(haz.and radioactive): No Recycler of hazardous waste: No Transporter of hazardous waste: No Treater,storer or disposer of HW: No Underground injection activity: No On-site burner exemption: No Furnace exemption: No Used oil fuel burner: No Used oil processor: No User oil refiner: No Used oil fuel marketer to burner: No Used oil Specification marketer: No Used oil transfer facility: No Used oil transporter: No Historical Generators: Date form received by agency:09/01/1996 Site name: BECWAR ENGINEERING Classification: Small Quantity Generator Date form received by agency:06/26/1991 Site name: BECWAR ENGINEERING Classification: Large Quantity Generator Date form received by agency:01/15/1985 Site name: BECWAR ENGINEERING Classification: Large Quantity Generator Violation Status: No violations found Evaluation Action Summary: Evaluation date: 04/22/1993 Evaluation: COMPLIANCE EVALUATION INSPECTION ON-SITE Area of violation: Not reported Date achieved compliance: Not reported Evaluation lead agency: State Contractor/Grantee FINDS: TC5655027.2s Page 274 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number BECWAR ENGINEERING (Continued) 1000435121 Registry ID: 110014404661 Environmental Interest/Information System RCRAInfo is a national information system that supports the Resource Conservation and Recovery Act(RCRA)program through the tracking of events and activities related to facilities that generate,transport, and treat,store,or dispose of hazardous waste.RCRAInfo allows RCRA program staff to track the notification,permit,compliance,and corrective action activities required under RCRA. dirk this hgpPrlink while viewing on your computer to access additional FINDS:detail in the EDR Site Report. ECHO: Envid: 1000435121 Registry ID: 110014404661 DFR URL: hftp://echo.epa.gov/detailed-facility-report?fid=110014404661 HAZN ET: Site Name: BECWAR ENGINEERING Year: 1997 GEPAID: CAD058252602 Contact: BECWAR ENGINEERING Telephone: 9498552293 Mailing Name: Not reported Mailing Address: 7 VANDERBILT Mailing City,St,Zip: IRVINE,CA 926182011 Gen County: Not reported TSD EPA ID: CAD008488025 TSD County: Not reported Waste Category: Aqueous solution with metals(<restricted levels and(Alkaline solution(pH—12.5)with metals)) Disposal Method: Treatment,Tank Tons: 5.8380 Cat Decode: Not reported Method Decode: Not reported Facility County: Orange Site Name: BECWAR ENGINEERING Year: 1996 GEPAID: CAD058252602 Contact: BECWAR ENGINEERING Telephone: 9498552293 Mailing Name: Not reported Mailing Address: 7 VANDERBILT Mailing City,St,Zip: IRVINE,CA 926182011 Gen County: Not reported TSD EPA ID: AZD980735500 TSD County: Not reported Waste Category: Metal sludge(Alkaline solution(pH >=12.5)with metals) Disposal Method: Recycler Tons: 4.0500 Cat Decode: Not reported Method Decode: Not reported Facility County: Orange TC5655027.2s Page 275 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number BECWAR ENGINEERING (Continued) 1000435121 Site Name: BECWAR ENGINEERING Year: 1996 GEPAID: CAD058252602 Contact: BECWAR ENGINEERING Telephone: 9498552293 Mailing Name: Not reported Mailing Address: 7 VANDERBILT Mailing City,St,Zip: IRVINE,CA 926182011 Gen County: Not reported TSD EPA ID: CAD008488025 TSD County: Not reported Waste Category: Aqueous solution with metals(<restricted levels and(Alkaline solution(pH—12.5)with metals)) Disposal Method: Treatment,Tank Tons: 75.9357 Cat Decode: Not reported Method Decode: Not reported Facility County: Orange Site Name: BECWAR ENGINEERING Year: 1995 GEPAID: CAD058252602 Contact: BECWAR ENGINEERING Telephone: 9498552293 Mailing Name: Not reported Mailing Address: 7 VANDERBILT Mailing City,St,Zip: IRVINE,CA 926182011 Gen County: Not reported TSD EPA ID: CAD008488025 TSD County: Not reported Waste Category: Aqueous solution with metals(<restricted levels and(Alkaline solution(pH—12.5)with metals)) Disposal Method: Not reported Tons: 3.1275 Cat Decode: Not reported Method Decode: Not reported Facility County: Orange Site Name: BECWAR ENGINEERING Year: 1995 GEPAID: CAD058252602 Contact: BECWAR ENGINEERING Telephone: 9498552293 Mailing Name: Not reported Mailing Address: 7 VANDERBILT Mailing City,St,Zip: IRVINE,CA 926182011 Gen County: Not reported TSD EPA ID: AZD980735500 TSD County: Not reported Waste Category: Metal sludge(Alkaline solution(pH >=12.5)with metals) Disposal Method: Not reported Tons: .7000 Cat Decode: Not reported Method Decode: Not reported Facility County: Orange TC5655027.2s Page 276 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number BECWAR ENGINEERING (Continued) 1000435121 Click this hgperlink while viewing on your computer to access 15 additional CA_HAZNET:record(s)in the EDR Site Report. L59 AVID BIOSERVICES,INC. RCRA-SQG 1024877408 NE 14191 MYFORD RD. CAR000290486 1/8-1/4 TUSTIN,CA 92780 0.189 mi. 1000 ft. Site 1 of 2 in cluster L Relative: RCRA-SQG: Higher Date form received by agency:12/03/2018 Actual: Facility name: AVID BIOSERVICES, INC. 71 ft. Facility address: 14191 MYFORD RD. TUSTIN,CA 92780 EPA ID: CAR000290486 Mailing address: MICHELLE DR. TUSTIN,CA 92780 Contact: JULIE J SWANSON Contact address: MICHELLE DR. TUSTIN,CA 92780 Contact country: US Contact telephone: 714-508-6135 Contact email: JSWANSON@AVIDBIO.COM EPA Region: 09 Classification: Small Small Quantity Generator Description: Handler:generates more than 100 and less than 1000 kg of hazardous waste during any calendar month and accumulates less than 6000 kg of hazardous waste at any time;or generates 100 kg or less of hazardous waste during any calendar month,and accumulates more than 1000 kg of hazardous waste at any time Owner/Operator Summary: Owner/operator name: AVID BIOSERVICES, INC. Owner/operator address: MICHELLE DR. TUSTIN,CA 92780 Owner/operator country: US Owner/operator telephone: Not reported Owner/operator email: Not reported Owner/operator fax: Not reported Owner/operator extension: Not reported Legal status: Private Owner/Operator Type: Owner Owner/Op start date: 01/15/2018 Owner/Op end date: Not reported Owner/operator name: AVID BIOSERVICES, INC. Owner/operator address: MYFORD RD. TUSTIN,CA 92780 Owner/operator country: US Owner/operator telephone: Not reported Owner/operator email: Not reported Owner/operator fax: Not reported Owner/operator extension: Not reported Legal status: Private Owner/Operator Type: Operator Owner/Op start date: 05/15/2015 Owner/Op end date: Not reported TC5655027.2s Page 277 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AVID BIOSERVICES,INC. (Continued) 1024877408 Handler Activities Summary: U.S.importer of hazardous waste: No Mixed waste(haz.and radioactive): No Recycler of hazardous waste: No Transporter of hazardous waste: No Treater,storer or disposer of HW: No Underground injection activity: No On-site burner exemption: No Furnace exemption: No Used oil fuel burner: No Used oil processor: No User oil refiner: No Used oil fuel marketer to burner: No Used oil Specification marketer: No Used oil transfer facility: No Used oil transporter: No Waste code: 122 Waste name: Alkaline solution without metals(pH >12.5) Waste code: 181 Waste name: Other inorganic solid waste Waste code: 331 Waste name: Off-specification,aged,or surplus organics Waste code: 352 Waste name: Other organic solids Waste code: 551 Waste name: Laboratory waste chemicals Waste code: 791 Waste name: Liquids with pH <2 Waste code: 792 Waste name: Liquids with pH <2 with metals Waste code: D001 Waste name: IGNITABLE WASTE Waste code: D002 Waste name: CORROSIVE WASTE Waste code: D011 Waste name: SILVER Waste code: F003 Waste name: THE FOLLOWING SPENT NONHALOGENATED SOLVENTS:XYLENE,ACETONE,ETHYL ACETATE, ETHYL BENZENE,ETHYL ETHER,METHYL ISOBUTYL KETONE,N-BUTYL ALCOHOL,CYCLOHEXANONE,AND METHANOL;ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING,BEFORE USE,ONLY THE ABOVE SPENT NONHALOGENATED SOLVENTS;AND ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING,BEFORE USE,ONE OR MORE OF THE ABOVE NONHALOGENATED SOLVENTS,AND A TOTAL OF TEN PERCENT OR MORE(BY VOLUME)OF ONE OR MORE OF THOSE SOLVENTS LISTED IN F001,F002, F004,AND F005;AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT TC5655027.2s Page 278 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number AVID BIOSERVICES,INC. (Continued) 1024877408 MIXTURES. Violation Status: No violations found L60 SMC CORPORATION OF AMERICA CERS HAZ WASTE S113079653 NE 14191 MYFORD RD HAZNET N/A 1/8-1/4 TUSTIN,CA 92780 CERS 0.189 mi. 1000 ft. Site 2 of 2 in cluster L Relative: CERS HAZ WASTE: Higher Site ID: 354544 Actual: CERS ID: 10635922 71 ft. CERS Description: Hazardous Waste Generator Evaluation: Eval General Type: Other/Unknown Eval Date: 05-13-2017 Violations Found: No Eval Type: Other, not routine,done by local agency Eval Notes: Reviewed and accepted HMBEP submittal.All changes have been made. Facility has disclosed 8 chemicals. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 07-09-2018 Violations Found: No Eval Type: Other, not routine,done by local agency Eval Notes: Submit RUR to change mailing addresses for owner and facility. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 11-20-2015 Violations Found: No Eval Type: Other, not routine,done by local agency Eval Notes: The following documents were received and ACCEPTED on CERS: Business Activities Form Business Owner/Operator Form Chemical Inventory for 4 chemicals Facility Site Map Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 07-09-2018 Violations Found: No Eval Type: Other, not routine,done by local agency Eval Notes: Submit RUR to change mailing addresses for owner and facility. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 04-11-2017 Violations Found: No Eval Type: Routine done by local agency TC5655027.2s Page 279 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SMC CORPORATION OF AMERICA (Continued) S113079653 Eval Notes: On site for a routine hazardous materials inspection.Consent to enter and inspect granted by Julie Swanson.Observed the hazardous materials storage areas.The following hazardous materials that meet or exceed threshold limits were observed today:-Liquid CO2-Liquid Nitrogen- Liquid Oxygen-Compressed Nitrogen gas-Sodium Hydroxide-Urea- Sodium Chloride-Ammonium Sulfate A copy of the Business Emergency Plan is available on site. Employee hazardous materials training records are current and on site. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 05-03-2017 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed and declined HMBEP submittal.The following corrections are still needed:CHEMICAL INVENTORY Nitrogen?add Acute Health to Federal Hazard Categories Liquid Oxygen?Fire Code Hazard Class= Oxidizing and Cryogen Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 04-11-2017 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous waste inspection.Consent to enter and inspect granted by Julie Swanson.Observed the facility and trash compactor.Currently there is no hazardous stored on site due to a recent removal.Wastes include growth media solution and universal wastes.Manifests for waste disposal are available for review.The Business Emergency Plan is available on site.Verified the owner as Peregrine Pharmaceuticals Inc. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Affiliation: Affiliation Type Desc: CUPA District Entity Name: Orange County Env Health Entity Title: Not reported Affiliation Address: 1241 East Dyer RoadSuite 120 Affiliation City: Santa Ana Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92705-5611 Affiliation Phone: (714)433-6000 Affiliation Type Desc: Operator Entity Name: Avid Bioservices,Inc. Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported TC5655027.2s Page 280 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SMC CORPORATION OF AMERICA (Continued) S113079653 Affiliation Zip: Not reported Affiliation Phone: (714)508-6000 Affiliation Type Desc: Parent Corporation Entity Name: Peregrine Pharmaceuticals, Inc. Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Identification Signer Entity Name: Julie Swanson Entity Title: EHS Manager Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Legal Owner Entity Name: Avid Bioservices,Inc. Entity Title: Not reported Affiliation Address: 2642 Michelle Drive Affiliation City: Tustin Affiliation State: CA Affiliation Country: United States Affiliation Zip: 92780 Affiliation Phone: (714)508-6100 Affiliation Type Desc: Property Owner Entity Name: CapRock Partners Entity Title: Not reported Affiliation Address: 2050 Main Street,Suite 240 Affiliation City: Irvine Affiliation State: CA Affiliation Country: United States Affiliation Zip: Not reported Affiliation Phone: (949)342-8000 Affiliation Type Desc: Environmental Contact Entity Name: Julie Swanson Entity Title: Not reported Affiliation Address: 2642 Michelle Drive Affiliation City: Tustin Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92780 Affiliation Phone: Not reported Affiliation Type Desc: Facility Mailing Address Entity Name: Mailing Address Entity Title: Not reported Affiliation Address: 2642 Michelle Drive TC5655027.2s Page 281 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SMC CORPORATION OF AMERICA (Continued) S113079653 Affiliation City: Tustin Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92780 Affiliation Phone: Not reported Affiliation Type Desc: Document Preparer Entity Name: Julie Swanson Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported HAZN ET: Site Name: AVID BIOSERVICES Year: 2017 GEPAID: CAL000420459 Contact: JULIE SWANSON Telephone: 7145086135 Mailing Name: Not reported Mailing Address: 14282 FRANKLIN AVE Mailing City,St,Zip: TUSTIN,CA 92780 Gen County: Orange TSD EPA ID: CAD059494310 TSD County: Santa Clara Waste Category: Alkaline solution without metals pH >=12.5 Disposal Method: Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery (H010-H129)Or(H131-H135) Tons: 0.417 Cat Decode: Alkaline solution without metals pH —12.5 Method Decode: Storage,Bulking,And/Or Transfer Off Site--No TreatmenUReovery (H010-H129)Or(H131-H135) Facility County: Orange Site Name: AVID BIOSERVICES Year: 2017 GEPAID: CAL000420459 Contact: JULIE SWANSON Telephone: 7145086135 Mailing Name: Not reported Mailing Address: 14282 FRANKLIN AVE Mailing City,St,Zip: TUSTIN,CA 92780 Gen County: Orange TSD EPA ID: CAD008364432 TSD County: Los Angeles Waste Category: Alkaline solution without metals pH >=12.5 Disposal Method: Storage,Bulking,And/Or Transfer Off Site--No TreatmenUReovery (H010-H129)Or(H131-H135) Tons: 2.6271 Cat Decode: Alkaline solution without metals pH —12.5 Method Decode: Storage,Bulking,And/Or Transfer Off Site--No TreatmenUReovery (H010-H129)Or(H131-H135) Facility County: Orange TC5655027.2s Page 282 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SMC CORPORATION OF AMERICA (Continued) S113079653 Site Name: AVID BIOSERVICES Year: 2017 GEPAID: CAL000420459 Contact: JULIE SWANSON Telephone: 7145086135 Mailing Name: Not reported Mailing Address: 14282 FRANKLIN AVE Mailing City,St,Zip: TUSTIN,CA 92780 Gen County: Orange TSD EPA ID: CAD059494310 TSD County: Santa Clara Waste Category: Unspecified aqueous solution Disposal Method: Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery (H010-H129)Or(H131-H135) Tons: 0.42 Cat Decode: Unspecified aqueous solution Method Decode: Storage,Bulking,And/Or Transfer Off Site--No TreatmenUReovery (H010-H129)Or(H131-H135) Facility County: Orange Site Name: AVID BIOSERVICES Year: 2017 GEPAID: CAL000420459 Contact: JULIE SWANSON Telephone: 7145086135 Mailing Name: Not reported Mailing Address: 14282 FRANKLIN AVE Mailing City,St,Zip: TUSTIN,CA 92780 Gen County: Orange TSD EPA ID: CAD059494310 TSD County: Santa Clara Waste Category: Laboratory waste chemicals Disposal Method: Storage,Bulking,And/Or Transfer Off Site--No TreatmenUReovery (H010-H129)Or(H131-H135) Tons: 0.005 Cat Decode: Laboratory waste chemicals Method Decode: Storage,Bulking,And/Or Transfer Off Site--No TreatmenUReovery (H010-H129)Or(H131-H135) Facility County: Orange Site Name: AVID BIOSERVICES Year: 2017 GEPAID: CAL000420459 Contact: JULIE SWANSON Telephone: 7145086135 Mailing Name: Not reported Mailing Address: 14282 FRANKLIN AVE Mailing City,St,Zip: TUSTIN,CA 92780 Gen County: Orange TSD EPA ID: INR000127621 TSD County: 99 Waste Category: Off-specification,aged or surplus inorganics Disposal Method: Fuel Blending Prior To Energy Recovery At Another Site Tons: 0.2 Cat Decode: Off-specification,aged or surplus inorganics Method Decode: Fuel Blending Prior To Energy Recovery At Another Site Facility County: Orange TC5655027.2s Page 283 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SMC CORPORATION OF AMERICA (Continued) S113079653 Click this hgperlink while viewing on your computer to access 75 additional CA_HAZNET:record(s)in the EDR Site Report. CERS TANKS: Site ID: 354544 CERS ID: 10635922 Site Name: AVID BIOSERVICES, INC. CERS Description: Chemical Storage Facilities Evaluation: Eval General Type: Other/Unknown Eval Date: 05-13-2017 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed and accepted HMBEP submittal.All changes have been made. Facility has disclosed 8 chemicals. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 07-09-2018 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Submit RUR to change mailing addresses for owner and facility. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 11-20-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: The following documents were received and ACCEPTED on CERS:Business Activities Form Business Owner/Operator Form Chemical Inventory for 4 chemicals Facility Site Map Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 07-09-2018 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Submit RUR to change mailing addresses for owner and facility. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 04-11-2017 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous materials inspection.Consent to enter and inspect granted by Julie Swanson.Observed the hazardous materials storage areas.The following hazardous materials that meet or exceed threshold limits were observed today:-Liquid CO2-Liquid Nitrogen- TC5655027.2s Page 284 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SMC CORPORATION OF AMERICA (Continued) S113079653 Liquid Oxygen-Compressed Nitrogen gas-Sodium Hydroxide-Urea- Sodium Chloride-Ammonium Sulfate A copy of the Business Emergency Plan is available on site. Employee hazardous materials training records are current and on site. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 05-03-2017 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed and declined HMBEP submittal.The following corrections are still needed:CHEMICAL INVENTORY Nitrogen?add Acute Health to Federal Hazard Categories Liquid Oxygen?Fire Code Hazard Class= Oxidizing and Cryogen Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 04-11-2017 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous waste inspection.Consent to enter and inspect granted by Julie Swanson.Observed the facility and trash compactor.Currently there is no hazardous stored on site due to a recent removal.Wastes include growth media solution and universal wastes.Manifests for waste disposal are available for review.The Business Emergency Plan is available on site.Verified the owner as Peregrine Pharmaceuticals Inc. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Affiliation: Affiliation Type Desc: CUPA District Entity Name: Orange County Env Health Entity Title: Not reported Affiliation Address: 1241 East Dyer RoadSuite 120 Affiliation City: Santa Ana Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92705-5611 Affiliation Phone: (714)433-6000 Affiliation Type Desc: Operator Entity Name: Avid Bioservices,Inc. Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: (714)508-6000 Affiliation Type Desc: Parent Corporation TC5655027.2s Page 285 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SMC CORPORATION OF AMERICA (Continued) S113079653 Entity Name: Peregrine Pharmaceuticals, Inc. Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Identification Signer Entity Name: Julie Swanson Entity Title: EHS Manager Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Legal Owner Entity Name: Avid Bioservices,Inc. Entity Title: Not reported Affiliation Address: 2642 Michelle Drive Affiliation City: Tustin Affiliation State: CA Affiliation Country: United States Affiliation Zip: 92780 Affiliation Phone: (714)508-6100 Affiliation Type Desc: Property Owner Entity Name: CapRock Partners Entity Title: Not reported Affiliation Address: 2050 Main Street,Suite 240 Affiliation City: Irvine Affiliation State: CA Affiliation Country: United States Affiliation Zip: Not reported Affiliation Phone: (949)342-8000 Affiliation Type Desc: Environmental Contact Entity Name: Julie Swanson Entity Title: Not reported Affiliation Address: 2642 Michelle Drive Affiliation City: Tustin Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92780 Affiliation Phone: Not reported Affiliation Type Desc: Facility Mailing Address Entity Name: Mailing Address Entity Title: Not reported Affiliation Address: 2642 Michelle Drive Affiliation City: Tustin Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92780 TC5655027.2s Page 286 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SMC CORPORATION OF AMERICA (Continued) S113079653 Affiliation Phone: Not reported Affiliation Type Desc: Document Preparer Entity Name: Julie Swanson Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported M61 TEXACO,INC. HIST CORTESE S105027137 WNW 2472 CHAMBERS ST N/A 1/8-1/4 TUSTIN,CA 92680 0.197 mi. 1040 ft. Site 1 of 2 in cluster M Relative: HIST CORTESE: Higher Region: CORTESE Actual: Facility County Code: 30 71 ft. Reg By: LTNKA Reg Id: 3091 N62 COLORGRAPHICS INC RCRA-SQG 1004675879 NW 14382 CHAMBERS RD HAZNET CAR000078253 1/8-1/4 TUSTIN,CA 92780 CERS 0.200 mi. 1056 ft. Site 1 of 3 in cluster N Relative: RCRA-SQG: Higher Date form received by agency:07/14/2000 Actual: Facility name: COLORGRAPHICS INC 73 ft. Facility address: 14382 CHAMBERS RD TUSTIN,CA 92780 EPA ID: CAR000078253 Contact: PAMELA JONES Contact address: 14382 CHAMBERS RD TUSTIN,CA 92780 Contact country: US Contact telephone: 714-554-5434 Contact email: Not reported EPA Region: 09 Classification: Small Small Quantity Generator Description: Handler:generates more than 100 and less than 1000 kg of hazardous waste during any calendar month and accumulates less than 6000 kg of hazardous waste at any time;or generates 100 kg or less of hazardous waste during any calendar month,and accumulates more than 1000 kg of hazardous waste at any time Owner/Operator Summary: Owner/operator name: COLORGRAPHICS INC Owner/operator address: 150 MYERS ST LOS ANGELES,CA 90033 Owner/operator country: Not reported TC5655027.2s Page 287 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number COLORGRAPHICS INC (Continued) 1004675879 Owner/operator telephone: 323-261-7171 Owner/operator email: Not reported Owner/operator fax: Not reported Owner/operator extension: Not reported Legal status: Private Owner/Operator Type: Owner Owner/Op start date: Not reported Owner/Op end date: Not reported Handler Activities Summary: U.S.importer of hazardous waste: No Mixed waste(haz.and radioactive): No Recycler of hazardous waste: No Transporter of hazardous waste: No Treater,storer or disposer of HW: No Underground injection activity: No On-site burner exemption: No Furnace exemption: No Used oil fuel burner: No Used oil processor: No User oil refiner: No Used oil fuel marketer to burner: No Used oil Specification marketer: No Used oil transfer facility: No Used oil transporter: No Waste code: D001 Waste name: IGNITABLE WASTE Waste code: F003 Waste name: THE FOLLOWING SPENT NONHALOGENATED SOLVENTS:XYLENE,ACETONE,ETHYL ACETATE, ETHYL BENZENE,ETHYL ETHER,METHYL ISOBUTYL KETONE,N-BUTYL ALCOHOL,CYCLOHEXANONE,AND METHANOL;ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING,BEFORE USE,ONLY THE ABOVE SPENT NONHALOGENATED SOLVENTS;AND ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING,BEFORE USE,ONE OR MORE OF THE ABOVE NONHALOGENATED SOLVENTS,AND A TOTAL OF TEN PERCENT OR MORE(BY VOLUME)OF ONE OR MORE OF THOSE SOLVENTS LISTED IN F001,F002, F004,AND F005;AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. Waste code: F005 Waste name: THE FOLLOWING SPENT NONHALOGENATED SOLVENTS:TOLUENE,METHYL ETHYL KETONE,CARBON DISULFIDE,ISOBUTANOL,PYRIDINE,BENZENE, 2-ETHOXYETHANOL,AND 2-NITROPROPANE;ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING,BEFORE USE,A TOTAL OF TEN PERCENT OR MORE(BY VOLUME)OF ONE OR MORE OF THE ABOVE NONHALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED IN F001,F002,OR F004;AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. Violation Status: No violations found HAZN ET: Site Name: COLORGRAPHICS INC Year: 2005 GEPAID: CAR000078253 Contact: PAMELA GRAHAM/RISK MGR TC5655027.2s Page 288 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number COLORGRAPHICS INC (Continued) 1004675879 Telephone: 3232617171 Mailing Name: Not reported Mailing Address: 150 N MYERS ST Mailing City,St,Zip: LOS ANGELES,CA 900332109 Gen County: Not reported TSD EPA ID: CAT080013352 TSD County: Not reported Waste Category: Unspecified oil-containing waste Disposal Method: Recycler Tons: 0.22 Cat Decode: Not reported Method Decode: Not reported Facility County: Orange Site Name: COLORGRAPHICS INC Year: 2003 GEPAID: CAR000078253 Contact: PAMELA GRAHAM/RISK MGR Telephone: 3232617171 Mailing Name: Not reported Mailing Address: 150 N MYERS ST Mailing City,St,Zip: LOS ANGELES,CA 900332109 Gen County: Not reported TSD EPA ID: CAD982444481 TSD County: Not reported Waste Category: Unspecified sludge waste Disposal Method: Transfer Station Tons: 2.75 Cat Decode: Not reported Method Decode: Not reported Facility County: Orange Site Name: COLORGRAPHICS INC Year: 2003 GEPAID: CAR000078253 Contact: PAMELA GRAHAM/RISK MGR Telephone: 3232617171 Mailing Name: Not reported Mailing Address: 150 N MYERS ST Mailing City,St,Zip: LOS ANGELES,CA 900332109 Gen County: Not reported TSD EPA ID: CAD028409019 TSD County: Not reported Waste Category: Unspecified solvent mixture Disposal Method: Transfer Station Tons: 0.22 Cat Decode: Not reported Method Decode: Not reported Facility County: Orange Site Name: COLORGRAPHICS INC Year: 2002 GEPAID: CAR000078253 Contact: PAMELA GRAHAM/RISK MGR Telephone: 3232617171 Mailing Name: Not reported Mailing Address: 150 N MYERS ST TC5655027.2s Page 289 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number COLORGRAPHICS INC (Continued) 1004675879 Mailing City,St,Zip: LOS ANGELES,CA 900332109 Gen County: Not reported TSD EPA ID: CAD044429835 TSD County: Not reported Waste Category: Unspecified organic liquid mixture Disposal Method: Recycler Tons: 0.22 Cat Decode: Not reported Method Decode: Not reported Facility County: Orange Site Name: COLORGRAPHICS INC Year: 2002 GEPAID: CAR000078253 Contact: PAMELA GRAHAM/RISK MGR Telephone: 3232617171 Mailing Name: Not reported Mailing Address: 150 N MYERS ST Mailing City,St,Zip: LOS ANGELES,CA 900332109 Gen County: Not reported TSD EPA ID: CAD008252405 TSD County: Not reported Waste Category: Off-specification,aged or surplus organics Disposal Method: Recycler Tons: 1.83 Cat Decode: Not reported Method Decode: Not reported Facility County: Orange dirk this hgpprlink while viewing on your computer to access additional CA_HAZNET:detail in the EDR Site Report. CERS TANKS: Site ID: 461654 CERS ID: 110002940462 Site Name: COLOR GRAPHICS INC CERS Description: US EPA Air Emission Inventory System(EIS) Affiliation: Affiliation Type Desc: Environmental Contact Entity Name: Pamela Jones Entity Title: Not reported Affiliation Address: 14382 CHAMBERS ROAD Affiliation City: TUSTIN Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported TC5655027.2s Page 290 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number N63 THUNDERBIRD IRRIGATION INCORPORATED RCRA-SQG 1000310745 NW 14402 CHAMBERS ROAD FINDS CAD046593356 1/8-1/4 TUSTIN,CA 92780 ECHO 0.202 mi. HAZNET 1068 ft. Site 2 of 3 in cluster N Relative: RCRA-SQG: Higher Date form received by agency:09/01/1996 Actual: Facility name: THUNDERBIRD IRRIGATION,INC 72 ft. Facility address: 14402 CHAMBERS RD TUSTIN,CA 92780 EPA ID: CAD046593356 Contact: Not reported Contact address: Not reported Not reported Contact country: US Contact telephone: Not reported Contact email: Not reported EPA Region: 09 Classification: Small Small Quantity Generator Description: Handler:generates more than 100 and less than 1000 kg of hazardous waste during any calendar month and accumulates less than 6000 kg of hazardous waste at any time;or generates 100 kg or less of hazardous waste during any calendar month,and accumulates more than 1000 kg of hazardous waste at any time Owner/Operator Summary: Owner/operator name: THUNDERBIRD IRRIGATION,INC Owner/operator address: NOT REQUIRED NOT REQUIRED,ME 99999 Owner/operator country: Not reported Owner/operator telephone: 415-555-1212 Owner/operator email: Not reported Owner/operator fax: Not reported Owner/operator extension: Not reported Legal status: Private Owner/Operator Type: Owner Owner/Op start date: Not reported Owner/Op end date: Not reported Owner/operator name: NOT REQUIRED Owner/operator address: NOT REQUIRED NOT REQUIRED,ME 99999 Owner/operator country: Not reported Owner/operator telephone: 415-555-1212 Owner/operator email: Not reported Owner/operator fax: Not reported Owner/operator extension: Not reported Legal status: Private Owner/Operator Type: Operator Owner/Op start date: Not reported Owner/Op end date: Not reported Handler Activities Summary: U.S.importer of hazardous waste: No Mixed waste(haz.and radioactive): No Recycler of hazardous waste: No Transporter of hazardous waste: No TC5655027.2s Page 291 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number THUNDERBIRD IRRIGATION INCORPORATED (Continued) 1000310745 Treater,storer or disposer of HW: No Underground injection activity: No On-site burner exemption: No Furnace exemption: No Used oil fuel burner: No Used oil processor: No User oil refiner: No Used oil fuel marketer to burner: No Used oil Specification marketer: No Used oil transfer facility: No Used oil transporter: No Historical Generators: Date form received by agency:12/01/1985 Site name: THUNDERBIRD IRRIGATION,INC Classification: Large Quantity Generator Violation Status: No violations found FINDS: Registry ID: 110006467242 Environmental Interest/Information System California Hazardous Waste Tracking System-Datamart(HWTS-DATAMART) provides California with information on hazardous waste shipments for generators,transporters,and treatment,storage,and disposal facilities. RCRAInfo is a national information system that supports the Resource Conservation and Recovery Act(RCRA)program through the tracking of events and activities related to facilities that generate,transport, and treat,store,or dispose of hazardous waste.RCRAInfo allows RCRA program staff to track the notification,permit,compliance,and corrective action activities required under RCRA. dirk this hgpPrlink while viewing on your computer to access additional FINDS:detail in the EDR Site Report. ECHO: Envid: 1000310745 Registry ID: 110006467242 DFR URL: hftp://echo.epa.gov/detailed-facility-report?fid=110006467242 HAZN ET: Site Name: RAIN DANCE IRRIGATION, INC Year: 2007 GEPAID: CAD046593356 Contact: JESSE ROJAS Telephone: 7148323400 Mailing Name: Not reported Mailing Address: 14402 CHAMBERS RD Mailing City,St,Zip: TUSTIN,CA 927800000 Gen County: Not reported TSD EPA ID: CAD028409019 TC5655027.2s Page 292 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number THUNDERBIRD IRRIGATION INCORPORATED (Continued) 1000310745 TSD County: Not reported Waste Category: Unspecified solvent mixture Disposal Method: Fuel Blending Prior To Energy Recovery At Another Site Tons: 0.77 Cat Decode: Not reported Method Decode: Not reported Facility County: Orange Site Name: RAIN DANCE IRRIGATION,INC Year: 2007 GEPAID: CAD046593356 Contact: JESSE ROJAS Telephone: 7148323400 Mailing Name: Not reported Mailing Address: 14402 CHAMBERS RD Mailing City,St,Zip: TUSTIN,CA 927800000 Gen County: Not reported TSD EPA ID: CAD028409019 TSD County: Not reported Waste Category: Unspecified solvent mixture Disposal Method: Fuel Blending Prior To Energy Recovery At Another Site Tons: 0.77 Cat Decode: Not reported Method Decode: Not reported Facility County: Orange Site Name: RAIN DANCE IRRIGATION, INC Year: 2007 GEPAID: CAD046593356 Contact: JESSE ROJAS Telephone: 7148323400 Mailing Name: Not reported Mailing Address: 14402 CHAMBERS RD Mailing City,St,Zip: TUSTIN,CA 927800000 Gen County: Not reported TSD EPA ID: CAD028409019 TSD County: Not reported Waste Category: Unspecified solvent mixture Disposal Method: Fuel Blending Prior To Energy Recovery At Another Site Tons: 0.77 Cat Decode: Not reported Method Decode: Not reported Facility County: Orange Site Name: RAIN DANCE IRRIGATION, INC Year: 2007 GEPAID: CAD046593356 Contact: JESSE ROJAS Telephone: 7148323400 Mailing Name: Not reported Mailing Address: 14402 CHAMBERS RD Mailing City,St,Zip: TUSTIN,CA 927800000 Gen County: Not reported TSD EPA ID: CAD028409019 TSD County: Not reported Waste Category: Unspecified solvent mixture Disposal Method: Fuel Blending Prior To Energy Recovery At Another Site TC5655027.2s Page 293 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number THUNDERBIRD IRRIGATION INCORPORATED (Continued) 1000310745 Tons: 0.77 Cat Decode: Not reported Method Decode: Not reported Facility County: Orange Site Name: RAIN DANCE IRRIGATION,INC Year: 2006 GEPAID: CAD046593356 Contact: JESSE ROJAS Telephone: 7148323400 Mailing Name: Not reported Mailing Address: 14402 CHAMBERS RD Mailing City,St,Zip: TUSTIN,CA 927800000 Gen County: Not reported TSD EPA ID: CAD028409019 TSD County: Not reported Waste Category: Aqueous solution with total organic residues less than 10 percent Disposal Method: Transfer Station Tons: 0.33 Cat Decode: Not reported Method Decode: Not reported Facility County: Orange C;lirk this hgpprlink while viewing on your computer to access 15 additional CA_HAZNET:record(s)in the EDR Site Report. M64 MELLES GRIOT COMPOSITES RCRA-SQG 1000281440 NW 14450 CHAMBERS RD FINDS CAD981163447 1/8-1/4 TUSTIN,CA 92780 ECHO 0.208 mi. 1096 ft. Site 2 of 2 in cluster M Relative: RCRA-SQG: Higher Date form received by agency:09/01/1996 Actual: Facility name: MELLES GRIOT COMPOSITES 72 ft. Facility address: 14450 CHAMBERS RD TUSTIN,CA 92780 EPA ID: CAD981163447 Contact: Not reported Contact address: Not reported Not reported Contact country: US Contact telephone: Not reported Contact email: Not reported EPA Region: 09 Classification: Small Small Quantity Generator Description: Handler:generates more than 100 and less than 1000 kg of hazardous waste during any calendar month and accumulates less than 6000 kg of hazardous waste at any time;or generates 100 kg or less of hazardous waste during any calendar month,and accumulates more than 1000 kg of hazardous waste at any time Owner/Operator Summary: Owner/operator name: NOT REQUIRED Owner/operator address: NOT REQUIRED NOT REQUIRED,ME 99999 Owner/operator country: Not reported TC5655027.2s Page 294 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number MELLES GRIOT COMPOSITES (Continued) 1000281440 Owner/operator telephone: 415-555-1212 Owner/operator email: Not reported Owner/operator fax: Not reported Owner/operator extension: Not reported Legal status: Private Owner/Operator Type: Operator Owner/Op start date: Not reported Owner/Op end date: Not reported Owner/operator name: MELLES GRIOT CORP Owner/operator address: NOT REQUIRED NOT REQUIRED,ME 99999 Owner/operator country: Not reported Owner/operator telephone: 415-555-1212 Owner/operator email: Not reported Owner/operator fax: Not reported Owner/operator extension: Not reported Legal status: Private Owner/Operator Type: Owner Owner/Op start date: Not reported Owner/Op end date: Not reported Handler Activities Summary: U.S.importer of hazardous waste: No Mixed waste(haz.and radioactive): No Recycler of hazardous waste: No Transporter of hazardous waste: No Treater,storer or disposer of HW: No Underground injection activity: No On-site burner exemption: No Furnace exemption: No Used oil fuel burner: No Used oil processor: No User oil refiner: No Used oil fuel marketer to burner: No Used oil Specification marketer: No Used oil transfer facility: No Used oil transporter: No Historical Generators: Date form received by agency:11/13/1985 Site name: MELLES GRIOT COMPOSITES Classification: Large Quantity Generator Violation Status: No violations found FINDS: Registry ID: 110006469179 Environmental Interest/Information System RCRAInfo is a national information system that supports the Resource Conservation and Recovery Act(RCRA)program through the tracking of events and activities related to facilities that generate,transport, and treat,store,or dispose of hazardous waste.RCRAInfo allows RCRA program staff to track the notification,permit,compliance,and corrective action activities required under RCRA. TC5655027.2s Page 295 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number MELLES GRIOT COMPOSITES (Continued) 1000281440 Click this hgperlink while viewing on your computer to access additional FINDS:detail in the EDR Site Report. ECHO: Envid: 1000281440 Registry ID: 110006469179 DFR URL: hftp://echo.epa.gov/detailed-facility-report?fid=110006469179 065 PEARLWORKS INC RCRA-SQG 1009398345 North 14251 FRANKLIN AVE CERS HAZ WASTE CAR000173658 1/8-1/4 TUSTIN,CA 92780 HAZNET 0.210 mi. CERS 1108 ft. Site 1 of 2 in cluster O Relative: RCRA-SQG: Higher Date form received by agency:05/02/2006 Actual: Facility name: PEARLWORKS INC 75 ft. Facility address: 14251 FRANKLIN AVE TUSTIN,CA 92780 EPA ID: CAR000173658 Contact: LENA K PALSSON Contact address: 14251 FRANKLIN AVE TUSTIN,CA 92780 Contact country: US Contact telephone: 714-573-1700 Contact email: Not reported EPA Region: 09 Classification: Small Small Quantity Generator Description: Handler:generates more than 100 and less than 1000 kg of hazardous waste during any calendar month and accumulates less than 6000 kg of hazardous waste at any time;or generates 100 kg or less of hazardous waste during any calendar month,and accumulates more than 1000 kg of hazardous waste at any time Owner/Operator Summary: Owner/operator name: PEARLWORKS INC Owner/operator address: Not reported Not reported Owner/operator country: US Owner/operator telephone: Not reported Owner/operator email: Not reported Owner/operator fax: Not reported Owner/operator extension: Not reported Legal status: Private Owner/Operator Type: Operator Owner/Op start date: 09/09/2005 Owner/Op end date: Not reported Owner/operator name: LARRY GRESOWSKI Owner/operator address: 2030 N FLOWER SANTA ANA, CA 92780 Owner/operator country: US Owner/operator telephone: Not reported Owner/operator email: Not reported Owner/operator fax: Not reported Owner/operator extension: Not reported TC5655027.2s Page 296 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PEARLWORKS INC (Continued) 1009398345 Legal status: Private Owner/Operator Type: Owner Owner/Op start date: 04/21/2005 Owner/Op end date: Not reported Handler Activities Summary: U.S.importer of hazardous waste: No Mixed waste(haz.and radioactive): No Recycler of hazardous waste: No Transporter of hazardous waste: No Treater,storer or disposer of HW: No Underground injection activity: No On-site burner exemption: No Furnace exemption: No Used oil fuel burner: No Used oil processor: No User oil refiner: No Used oil fuel marketer to burner: No Used oil Specification marketer: No Used oil transfer facility: No Used oil transporter: No Waste code: D001 Waste name: IGNITABLE WASTE Waste code: F003 Waste name: THE FOLLOWING SPENT NONHALOGENATED SOLVENTS:XYLENE,ACETONE,ETHYL ACETATE, ETHYL BENZENE,ETHYL ETHER,METHYL ISOBUTYL KETONE,N-BUTYL ALCOHOL,CYCLOHEXANONE,AND METHANOL;ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING,BEFORE USE,ONLY THE ABOVE SPENT NONHALOGENATED SOLVENTS;AND ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING,BEFORE USE,ONE OR MORE OF THE ABOVE NONHALOGENATED SOLVENTS,AND A TOTAL OF TEN PERCENT OR MORE(BY VOLUME)OF ONE OR MORE OF THOSE SOLVENTS LISTED IN F001,F002, F004,AND F005;AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. Violation Status: No violations found CERS HAZ WASTE: Site ID: 412027 CERS ID: 10556317 CERS Description: Hazardous Waste Generator Violations: Site ID: 412027 Site Name: PEARLWORKS INC Violation Date: 10-17-2014 Citation: HSC 6.95 25508(d)-California Health and Safety Code,Chapter 6.95, Section(s)25508(d) Violation Description: Failure to complete and/or electronically submit a business plan when storing/handling a hazardous material at or above reportable quantities. Violation Notes: Returned to compliance on 12/16/2014. Violation Division: Orange County Environmental Health Violation Program: HMRRP Violation Source: CERS TC5655027.2s Page 297 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PEARLWORKS INC (Continued) 1009398345 Site ID: 412027 Site Name: PEARLWORKS INC Violation Date: 10-17-2014 Citation: HSC 6.95 25508(a)(1)-California Health and Safety Code,Chapter 6.95,Section(s)25508(a)(1) Violation Description: Failure to complete and electronically submit hazardous material inventory information for all reportable hazardous materials on site at or above reportable quantities. Violation Notes: Returned to compliance on 12/16/2014. Violation Division: Orange County Environmental Health Violation Program: HMRRP Violation Source: CERS Evaluation: Eval General Type: Other/Unknown Eval Date: 04-27-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Draft inspection report and submit. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 06-04-2014 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous waste inspection.Consent to enter and inspect granted by Gina Pohls.Observed the shop area,waste storage area,perimeter of facility and trash container.Drums of wastes are covered and labeled.Wastes include acetone.Manifests for waste disposal are available for review.Complete the emergency response label and post in the facility.Verified the owner as Pearlworks Inc. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 06-26-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Read/review pre 2015 HMBEP submission.Accepted pending review of the more recent submission. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 07-11-2013 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Not reported Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Other/Unknown TC5655027.2s Page 298 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PEARLWORKS INC (Continued) 1009398345 Eval Date: 10-05-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed hazmat disclosure submittal in Esubmit.Declined.Verify Maximum Daily Amount of material stored onsite for Norox Azox Resin Catalyst,Acetone, HS U-3 Catalyst,Superflex"B",Silastic 96 Mold Making Curing Agent, Revise the Chemical Inventory Page for Instapak Packing Foam Component"A":The CAS#is 9016-87-9 Revise the Chemical Inventory Page for Figurine Casting Resin:This is a mixture, therefore remove CAS#0000515-00-0 in the Chemical Information section.Revise the site map to include:north orientation,adjacent streets and evacuation staging area.Add EPA Number CAR000173658 on the Business Activities Page.Mark the'YES'box for generating hazardous waste on the Business Activities page. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 03-18-2016 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous waste inspection.Consent to enter and inspect granted by Regina Pohls.Observed the shop area,waste storage area,perimeter of facility and trash container.There is currently no hazardous waste on site.Manifests for waste disposal are available for review. Emergency response information is available on site. Verified the owner as Pearlworks Inc. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 05-10-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Assist Regina Pohls with submittal on e-submit.Review submittal and accept. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 03-18-2016 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous materials inspection.Consent to enter and inspect granted by Regina Pohls.Observed the hazardous materials storage areas.The following hazardous materials that meet or exceed thresholds were observed today:-55 gallons acetone-110 gallons silicone-55 gallons Polyol-55 gallons packaging foam-55 gallons Styrene-7 gallon propane cylinder Annual 2016 hazardous materials training log was received by this agency. Emergency information is available on site. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS TC5655027.2s Page 299 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PEARLWORKS INC (Continued) 1009398345 Eval General Type: Other/Unknown Eval Date: 10-17-2014 Violations Found: Yes Eval Type: Other,not routine,done by local agency Eval Notes: Inspector Comments:Orange County Environmental Health as the Certified Unified Program Agency(OC CUPA)is the administrating agency for the Hazardous Materials Disclosure and Business Emergency Plan programs(HMD/BEP)previously administered by the Orange County Fire Authority.During the months of August and December of 2013,the OC CUPA sent out letters to regulated businesses requesting them to electronically submit their HMD/BEP forms.Electronic submission of these forms is a legal requirement. Failure to submit HMD/BEP forms is in violation of the California Health&Safety Code Chapter 6.95. According to our records there is no electronic submission for this facility.Please go to www.esubmit.ocgov.com to request a username and password and submit the following HMD/BEP forms within the next 30 days:-Business Activities form-Owner/Operator Identification form -Hazardous Material Chemical Inventory forms-Facility Site Map- Business[Truncated] Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Coordinates: Site ID: 412027 Facility Name: PEARLWORKS INC Env Int Type Code: HMBP Program ID: 10556317 Coord Name: Not reported Ref Point Type Desc: Center of a facility or station. Latitude: 33.720540 Longitude: -117.804840 Affiliation: Affiliation Type Desc: Document Preparer Entity Name: Lena Harvey Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Environmental Contact Entity Name: Lena Harvey Entity Title: Not reported Affiliation Address: 14251 Franklin Avenue Affiliation City: Tustin Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92780 Affiliation Phone: Not reported Affiliation Type Desc: Parent Corporation Entity Name: PEARLWORKS INC TC5655027.2s Page 300 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PEARLWORKS INC (Continued) 1009398345 Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Facility Mailing Address Entity Name: Mailing Address Entity Title: Not reported Affiliation Address: 14251 FRANKIN AVE Affiliation City: TUSTIN Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92780 Affiliation Phone: Not reported Affiliation Type Desc: Operator Entity Name: Larry Gresowski Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: (714)573-1700 Affiliation Type Desc: CUPA District Entity Name: Orange County Env Health Entity Title: Not reported Affiliation Address: 1241 East Dyer RoadSuite 120 Affiliation City: Santa Ana Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92705-5611 Affiliation Phone: (714)433-6000 Affiliation Type Desc: Identification Signer Entity Name: Lena Harvey Entity Title: Office Manager Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Legal Owner Entity Name: PEARLWORKS INC Entity Title: Not reported Affiliation Address: 14251 FRANKIN AVE Affiliation City: TUSTIN Affiliation State: CA Affiliation Country: United States Affiliation Zip: 92780 Affiliation Phone: (714)573-1700 TC5655027.2s Page 301 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PEARLWORKS INC (Continued) 1009398345 HAZN ET: Site Name: PEARLWORKS INC Year: 2015 GEPAID: CAR000173658 Contact: LENA HARVEY Telephone: 7145731700 Mailing Name: Not reported Mailing Address: 14251 FRANKLIN AVENUE Mailing City,St,Zip: TUSTIN,CA 972807046 Gen County: Orange TSD EPA ID: MXC130619001 TSD County: Not reported Waste Category: Oxygenated solvents(acetone,butanol,ethyl acetate,etc.) Disposal Method: Solvents Recovery Tons: 0.726 Cat Decode: Not reported Method Decode: Not reported Facility County: Orange Site Name: PEARLWORKS INC Year: 2014 GEPAID: CAR000173658 Contact: REGINA POHLS Telephone: 7145731700 Mailing Name: Not reported Mailing Address: 14251 FRANKLIN AVENUE Mailing City,St,Zip: TUSTIN,CA 972807046 Gen County: Orange TSD EPA ID: MXC130619001 TSD County: Not reported Waste Category: Oxygenated solvents(acetone,butanol,ethyl acetate,etc.) Disposal Method: Solvents Recovery Tons: 0.1815 Cat Decode: Not reported Method Decode: Not reported Facility County: Orange Site Name: PEARLWORKS INC Year: 2013 GEPAID: CAR000173658 Contact: Regina Pohls Telephone: 7145731700 Mailing Name: Not reported Mailing Address: 14251 Franklin Avenue Mailing City,St,Zip: Tustin,CA 972807046 Gen County: Orange TSD EPA ID: 02-IV-99-10 TSD County: Not reported Waste Category: Not reported Disposal Method: Solvents Recovery Tons: 0.1815 Cat Decode: Not reported Method Decode: Not reported Facility County: Not reported Site Name: PEARLWORKS INC Year: 2012 TC5655027.2s Page 302 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PEARLWORKS INC (Continued) 1009398345 GEPAID: CAR000173658 Contact: LENA K PALSSON Telephone: 7145731700 Mailing Name: Not reported Mailing Address: 14251 FRANKLIN AVE Mailing City,St,Zip: TUSTIN,CA 927800000 Gen County: Orange TSD EPA ID: 02-IV-99-10 TSD County: Not reported Waste Category: Not reported Disposal Method: Solvents Recovery Tons: 0.1815 Cat Decode: Not reported Method Decode: Not reported Facility County: Orange Site Name: PEARLWORKS INC Year: 2009 GEPAID: CAR000173658 Contact: LENA K PALSSON Telephone: 7145731700 Mailing Name: Not reported Mailing Address: 14251 FRANKLIN AVE Mailing City,St,Zip: TUSTIN,CA 927800000 Gen County: Not reported TSD EPA ID: CAD008252405 TSD County: Not reported Waste Category: Oxygenated solvents(acetone,butanol,ethyl acetate,etc.) Disposal Method: Fuel Blending Prior To Energy Recovery At Another Site Tons: 0.1815 Cat Decode: Not reported Method Decode: Not reported Facility County: Orange C;lirk this hgpprlink while viewing on your computer to access 6 additional CA_HAZNET:record(s)in the EDR Site Report. CERS TANKS: Site ID: 412027 CERS ID: 10556317 Site Name: PEARLWORKS INC CERS Description: Chemical Storage Facilities Violations: Site ID: 412027 Site Name: PEARLWORKS INC Violation Date: 10-17-2014 Citation: HSC 6.95 25508(d)-California Health and Safety Code,Chapter 6.95, Section(s)25508(d) Violation Description: Failure to complete and/or electronically submit a business plan when storing/handling a hazardous material at or above reportable quantities. Violation Notes: Returned to compliance on 12/16/2014. Violation Division: Orange County Environmental Health Violation Program: HMRRP Violation Source: CERS TC5655027.2s Page 303 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PEARLWORKS INC (Continued) 1009398345 Site ID: 412027 Site Name: PEARLWORKS INC Violation Date: 10-17-2014 Citation: HSC 6.95 25508(a)(1)-California Health and Safety Code,Chapter 6.95,Section(s)25508(a)(1) Violation Description: Failure to complete and electronically submit hazardous material inventory information for all reportable hazardous materials on site at or above reportable quantities. Violation Notes: Returned to compliance on 12/16/2014. Violation Division: Orange County Environmental Health Violation Program: HMRRP Violation Source: CERS Evaluation: Eval General Type: Other/Unknown Eval Date: 04-27-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Draft inspection report and submit. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 06-04-2014 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous waste inspection.Consent to enter and inspect granted by Gina Pohls.Observed the shop area,waste storage area,perimeter of facility and trash container.Drums of wastes are covered and labeled.Wastes include acetone.Manifests for waste disposal are available for review.Complete the emergency response label and post in the facility.Verified the owner as Pearlworks Inc. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 06-26-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Read/review pre 2015 HMBEP submission.Accepted pending review of the more recent submission. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 07-11-2013 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Not reported Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Other/Unknown TC5655027.2s Page 304 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PEARLWORKS INC (Continued) 1009398345 Eval Date: 10-05-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed hazmat disclosure submittal in Esubmit.Declined.Verify Maximum Daily Amount of material stored onsite for Norox Azox Resin Catalyst,Acetone, HS U-3 Catalyst,Superflex"B",Silastic 96 Mold Making Curing Agent, Revise the Chemical Inventory Page for Instapak Packing Foam Component"A":The CAS#is 9016-87-9 Revise the Chemical Inventory Page for Figurine Casting Resin:This is a mixture, therefore remove CAS#0000515-00-0 in the Chemical Information section.Revise the site map to include:north orientation,adjacent streets and evacuation staging area.Add EPA Number CAR000173658 on the Business Activities Page.Mark the'YES'box for generating hazardous waste on the Business Activities page. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 03-18-2016 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous waste inspection.Consent to enter and inspect granted by Regina Pohls.Observed the shop area,waste storage area,perimeter of facility and trash container.There is currently no hazardous waste on site.Manifests for waste disposal are available for review. Emergency response information is available on site. Verified the owner as Pearlworks Inc. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 05-10-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Assist Regina Pohls with submittal on e-submit.Review submittal and accept. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 03-18-2016 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous materials inspection.Consent to enter and inspect granted by Regina Pohls.Observed the hazardous materials storage areas.The following hazardous materials that meet or exceed thresholds were observed today:-55 gallons acetone-110 gallons silicone-55 gallons Polyol-55 gallons packaging foam-55 gallons Styrene-7 gallon propane cylinder Annual 2016 hazardous materials training log was received by this agency. Emergency information is available on site. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS TC5655027.2s Page 305 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PEARLWORKS INC (Continued) 1009398345 Eval General Type: Other/Unknown Eval Date: 10-17-2014 Violations Found: Yes Eval Type: Other,not routine,done by local agency Eval Notes: Inspector Comments:Orange County Environmental Health as the Certified Unified Program Agency(OC CUPA)is the administrating agency for the Hazardous Materials Disclosure and Business Emergency Plan programs(HMD/BEP)previously administered by the Orange County Fire Authority.During the months of August and December of 2013,the OC CUPA sent out letters to regulated businesses requesting them to electronically submit their HMD/BEP forms.Electronic submission of these forms is a legal requirement. Failure to submit HMD/BEP forms is in violation of the California Health&Safety Code Chapter 6.95. According to our records there is no electronic submission for this facility.Please go to www.esubmit.ocgov.com to request a username and password and submit the following HMD/BEP forms within the next 30 days:-Business Activities form-Owner/Operator Identification form -Hazardous Material Chemical Inventory forms-Facility Site Map- Business[Truncated] Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Coordinates: Site ID: 412027 Facility Name: PEARLWORKS INC Env Int Type Code: HMBP Program ID: 10556317 Coord Name: Not reported Ref Point Type Desc: Center of a facility or station. Latitude: 33.720540 Longitude: -117.804840 Affiliation: Affiliation Type Desc: Document Preparer Entity Name: Lena Harvey Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Environmental Contact Entity Name: Lena Harvey Entity Title: Not reported Affiliation Address: 14251 Franklin Avenue Affiliation City: Tustin Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92780 Affiliation Phone: Not reported Affiliation Type Desc: Parent Corporation Entity Name: PEARLWORKS INC TC5655027.2s Page 306 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PEARLWORKS INC (Continued) 1009398345 Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Facility Mailing Address Entity Name: Mailing Address Entity Title: Not reported Affiliation Address: 14251 FRANKIN AVE Affiliation City: TUSTIN Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92780 Affiliation Phone: Not reported Affiliation Type Desc: Operator Entity Name: Larry Gresowski Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: (714)573-1700 Affiliation Type Desc: CUPA District Entity Name: Orange County Env Health Entity Title: Not reported Affiliation Address: 1241 East Dyer RoadSuite 120 Affiliation City: Santa Ana Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92705-5611 Affiliation Phone: (714)433-6000 Affiliation Type Desc: Identification Signer Entity Name: Lena Harvey Entity Title: Office Manager Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Legal Owner Entity Name: PEARLWORKS INC Entity Title: Not reported Affiliation Address: 14251 FRANKIN AVE Affiliation City: TUSTIN Affiliation State: CA Affiliation Country: United States Affiliation Zip: 92780 Affiliation Phone: (714)573-1700 TC5655027.2s Page 307 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number P66 PROGRESSIVE LABEL&PACKAGING CERS HAZ WASTE S113156097 SSW 2852 WALNUT AVE STE F1 HAZNET N/A 1/8-1/4 TUSTIN,CA 92780 0.210 mi. 1110 ft. Site 1 of 2 in cluster P Relative: CERS HAZ WASTE: Lower Site ID: 513455 Actual: CERS ID: 10780930 61 ft. CERS Description: Hazardous Waste Generator Affiliation: Affiliation Type Desc: Parent Corporation Entity Name: HARRIS HISTOLOGY SERVICES Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: CUPA District Entity Name: Orange County Env Health Entity Title: Not reported Affiliation Address: 1241 East Dyer RoadSuite 120 Affiliation City: Santa Ana Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92705-5611 Affiliation Phone: (714)433-6000 HAZN ET: Site Name: GEOTECHNICAL SERVICES, INC. Year: 2017 GEPAID: CAC002928082 Contact: CONNIE Telephone: 5628972069 Mailing Name: Not reported Mailing Address: 2852 WALNUT AVE.,STE. E-1 Mailing City,St,Zip: TUSTIN,CA 92780 Gen County: Orange TSD EPA ID: CAD028409019 TSD County: Los Angeles Waste Category: Laboratory waste chemicals Disposal Method: Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery (H010-H129)Or(H131-H135) Tons: 0.00417 Cat Decode: Laboratory waste chemicals Method Decode: Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery (H010-H129)Or(H131-H135) Facility County: Orange Site Name: HARRIS HISTOLOGY SERVICES, LLC Year: 2017 GEPAID: CAL000421868 Contact: NICOLAS HARRIS Telephone: 7145146425 TC5655027.2s Page 308 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PROGRESSIVE LABEL&PACKAGING (Continued) S113156097 Mailing Name: Not reported Mailing Address: 2852 WALNUT AVE UNIT G Mailing City,St,Zip: TUSTIN,CA 92780 Gen County: Orange TSD EPA ID: CAD008252405 TSD County: Los Angeles Waste Category: Hydrocarbon solvents(benzene,hexane,Stoddard,Etc.) Disposal Method: Fuel Blending Prior To Energy Recovery At Another Site Tons: 0.21267 Cat Decode: Hydrocarbon solvents(benzene,hexane,Stoddard,Etc.) Method Decode: Fuel Blending Prior To Energy Recovery At Another Site Facility County: Orange Site Name: HARRIS HISTOLOGY SERVICES, LLC Year: 2017 GEPAID: CAL000421868 Contact: NICOLAS HARRIS Telephone: 7145146425 Mailing Name: Not reported Mailing Address: 2852 WALNUT AVE UNIT G Mailing City,St,Zip: TUSTIN,CA 92780 Gen County: Orange TSD EPA ID: CAD008252405 TSD County: Los Angeles Waste Category: Laboratory waste chemicals Disposal Method: Fuel Blending Prior To Energy Recovery At Another Site Tons: 0.4587 Cat Decode: Laboratory waste chemicals Method Decode: Fuel Blending Prior To Energy Recovery At Another Site Facility County: Orange Site Name: GEOTECHNICAL SERVICES, INC. Year: 2017 GEPAID: CAC002928082 Contact: CONNIE Telephone: 5628972069 Mailing Name: Not reported Mailing Address: 2852 WALNUT AVE.,STE. E-1 Mailing City,St,Zip: TUSTIN,CA 92780 Gen County: Orange TSD EPA ID: CAD028409019 TSD County: Los Angeles Waste Category: Off-specification,aged or surplus organics Disposal Method: Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery (H010-H129)Or(H131-H135) Tons: 0.099 Cat Decode: Off-specification,aged or surplus organics Method Decode: Storage,Bulking,And/Or Transfer Off Site--No TreatmenUReovery (H010-H129)Or(H131-H135) Facility County: Orange Site Name: PROGRESSIVE LABEL&PACKAGING Year: 2013 GEPAID: CAL000343149 Contact: Aubreanna Gambino Telephone: 7148388535 Mailing Name: Not reported TC5655027.2s Page 309 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PROGRESSIVE LABEL&PACKAGING (Continued) S113156097 Mailing Address: 2852 WALNUT AVE STE F1 Mailing City,St,Zip: TUSTIN,CA 927807033 Gen County: Orange TSD EPA ID: AZR000501510 TSD County: 99 Waste Category: Not reported Disposal Method: Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery (H010-H129)Or(H131-H135) Tons: 0.084 Cat Decode: Not reported Method Decode: Not reported Facility County: Not reported dirk this hgpprlink while viewing on your computer to access 2 additional CA_HAZNET:record(s)in the EDR Site Report. P67 PROGRESSIVE LABEL&PACKAGING RCRA NonGen/NLR 1024823179 SSW 2852 WALNUT AVE STE F1 CAL000343149 1/8-1/4 TUSTIN,CA 92780 0.210 mi. 1110 ft. Site 2 of 2 in cluster P Relative: RCRA NonGen/NLR: Lower Date form received by agency:05/19/2009 Actual: Facility name: PROGRESSIVE LABEL&PACKAGING 61 ft. Facility address: 2852 WALNUT AVE STE F1 TUSTIN,CA 92780-7033 EPA ID: CAL000343149 Contact: AUBREANNA GAMBINO Contact address: 2852 WALNUT AVE STE F1 TUSTIN,CA 92780 Contact country: Not reported Contact telephone: 714-838-8535 Contact email: AGAMBINO@PROGRESSIVEINT.COM EPA Region: 09 Classification: Non-Generator Description: Handler:Non-Generators do not presently generate hazardous waste Owner/Operator Summary: Owner/operator name: AUBREANNA GAMBINO Owner/operator address: 2852 WALNUT AVE STE F1 TUSTIN,CA 92780 Owner/operator country: Not reported Owner/operator telephone: 714-838-8535 Owner/operator email: Not reported Owner/operator fax: Not reported Owner/operator extension: Not reported Legal status: Other Owner/Operator Type: Operator Owner/Op start date: Not reported Owner/Op end date: Not reported Owner/operator name: DAVID CARR Owner/operator address: 2852 WALNUT AVE STE F1 TUSTIN,CA 92780 Owner/operator country: Not reported Owner/operator telephone: 714-838-8535 TC5655027.2s Page 310 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PROGRESSIVE LABEL&PACKAGING (Continued) 1024823179 Owner/operator email: Not reported Owner/operator fax: Not reported Owner/operator extension: Not reported Legal status: Other Owner/Operator Type: Owner Owner/Op start date: Not reported Owner/Op end date: Not reported Handler Activities Summary: U.S.importer of hazardous waste: No Mixed waste(haz.and radioactive): No Recycler of hazardous waste: No Transporter of hazardous waste: Yes Treater,storer or disposer of HW: No Underground injection activity: No On-site burner exemption: No Furnace exemption: No Used oil fuel burner: No Used oil processor: No User oil refiner: No Used oil fuel marketer to burner: No Used oil Specification marketer: No Used oil transfer facility: No Used oil transporter: No Violation Status: No violations found Q68 PROTOOL CO CERS HAZ WASTE S113001505 South 14771 MYFORD RD STE D HAZNET N/A 1/8-1/4 TUSTIN,CA 92780 CERS 0.223 mi. 1177 ft. Site 1 of 3 in cluster Q Relative: CERS HAZ WASTE: Lower Site ID: 416258 Actual: CERS ID: 10539757 60 ft. CERS Description: Hazardous Waste Generator Violations: Site ID: 416258 Site Name: PROTOOL CO Violation Date: 08-12-2014 Citation: 22 CCR 12 66262.34(f)-California Code of Regulations,Title 22, Chapter 12,Section(s)66262.34(f) Violation Description: Failure to properly label hazardous waste accumulation containers with the following requirements:"Hazardous Waste",name and address of the generator,physical and chemical characteristics of the Hazardous Waste,and starting accumulation date. Violation Notes: Returned to compliance on 08/12/2014.The black 55 gallon drum of oily water was not properly labeled.The drum was labeled during the course of the inspection.Violation corrected. Violation Division: Orange County Environmental Health Violation Program: HW Violation Source: CERS Evaluation: Eval General Type: Other/Unknown Eval Date: 01-11-2016 TC5655027.2s Page 311 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PROTOOL CO (Continued) S113001505 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: 1/11/16:Thank you for your recent E-Submit submission.The HMBEP has been reviewed and declined for PROTOOL CO located at 14771 MYFORD RD STE D,TUSTIN,CA.Please correct the following and resubmit within 30 days:CHEMICAL DESCRIPTION//(1)Chevron Bright Cut AM:--List the Chemical Name(e.x.?Mineral Oil?)--Enter the CAS Number for the mixture component.Mineral oil has a CAS#of 8012-95-1.--Enter the Percent Weight of the mineral oil.--Please verify if this chemical is a mixture of pure components or if it is a waste since there is an Annual Waste Amount entered but the Hazardous Material Type is listed as?Mixture.?The annual waste amount is only required for chemicals listed as a waste.--Select the Federal Hazard Code(typically?Fire? for combustible liquids).(2)Chevron Way Oil Vistac 68X:--Add the Chemical Name.--Please verify if this chemical is a mixture of pure components or if it is a waste since there is an Annual Waste [Truncated] Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 01-30-2014 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed HMBEP submission package on E-Submit Portal,DENIED.Request for resubmittal this date. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 04-13-2016 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous materials inspection.Consent to enter and inspect granted by Anton Bernhardt.Observed the hazardous materials storage areas.The following hazardous materials that meet or exceed thresholds were observed today:-55 gallons Bright Cut AM- 55 gallons Rustlick Ultracut 375R-275 gallons waste coolant/water/oil Annual hazardous materials training records are available for review."NOTE:Only report"Lubricating oil'if volume of each type exceeds 55 gallons OR the total volume of all types exceeds 275 gallons.?Lubricating oil?means any oil intended for use in an internal combustion crankcase,or the transmission,gearbox, differential,or hydraulic system of an automobile,bus,truck, vessel,plane,heavy equipment,or other machinery powered by an internal combustion or electric powered engine.?Lubricating oil?does not include used oil. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 04-15-2016 Violations Found: No Eval Type: Other,not routine,done by local agency TC5655027.2s Page 312 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PROTOOL CO (Continued) S113001505 Eval Notes: Review submittal in E-Submit and accept. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 08-11-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed hazmat disclosure submittal in esubmit.Accepted based on esubmit comparison option results. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 05-12-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Gather information for Anton for Contingency Plan and email to Anton. Reset password for portal. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 08-12-2014 Violations Found: Yes Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous waste inspection.Consent to enter and inspect granted by Anton Bernhardt.Observed the shop area,waste storage area,perimeter of facility and trash container.Drums of wastes appear to be in good condition.Wastes include oily water. Manifests for waste disposal are available for review.The emergency response label is posted in the facility.Verified the owner as Protool Co. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 09-02-2014 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: The following documents were received and ACCEPTED on the E-Submit portal:-Business Activities form-Business Owner/Operator form- Chemical Inventory(4 chemicals)-Facility Site Map Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 04-13-2016 Violations Found: No Eval Type: Routine done by local agency Eval Notes: Not reported Eval Division: Orange County Environmental Health TC5655027.2s Page 313 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PROTOOL CO (Continued) S113001505 Eval Program: HW Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 04-15-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Review oils disclosed and exemptions,discuss with supervisor,draft report. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 08-13-2014 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed HMBEP submission package on E-Submit Portal,DENIED.Request for resubmittal this date. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 08-17-2017 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Submit RUR to change PE to 5801.Waste oil should not be billed in HM program bringing the total number of billable HM to 4. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 03-25-2017 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Facility has complied with 2017 reporting requirement. Reviewed and declined HMBEP submittal.The following corrections are needed: CHEMICAL INVENTORY The Fire Code Hazard Classes field was stripped of data during the transfer of your data from E-submit.Please complete this field for all reported materials. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 07-18-2014 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Print HM inventory and map and review for inspection. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 08-12-2014 TC5655027.2s Page 314 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PROTOOL CO (Continued) S113001505 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous materials inspection.Consent to enter and inspect granted by Anton Bernhardt.Observed the shop and hazardous materials storage areas.Containers appear to be in good condition with no releases observed.Hazardous materials on site match with the Chemical Inventory forms submitted on the E-Submit Portal. Verified location of hazardous materials disclosed on map. Employee training on hazardous materials conducted once a year. Emergency response information is on site.Discussed criteria for exempt lubricating oils.Anton stated that he will review his on-site inventory to determine if they meet the exemption and make any necessary changes in the Portal. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Affiliation: Affiliation Type Desc: CUPA District Entity Name: Orange County Env Health Entity Title: Not reported Affiliation Address: 1241 East Dyer RoadSuite 120 Affiliation City: Santa Ana Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92705-5611 Affiliation Phone: (714)433-6000 Affiliation Type Desc: Parent Corporation Entity Name: PROTOOL CO Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Document Preparer Entity Name: Anton Bernhardt Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Environmental Contact Entity Name: Anton Bernhardt Entity Title: Not reported Affiliation Address: 14771 Myford Road,Suite D Affiliation City: Tustin Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92780 Affiliation Phone: Not reported TC5655027.2s Page 315 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PROTOOL CO (Continued) S113001505 Affiliation Type Desc: Facility Mailing Address Entity Name: Mailing Address Entity Title: Not reported Affiliation Address: 14771 Myford Road,Suite D Affiliation City: Tustin Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92780 Affiliation Phone: Not reported Affiliation Type Desc: Operator Entity Name: Norbert/Anton Bernhardt Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: (714)544-0708 Affiliation Type Desc: Legal Owner Entity Name: Norbert Bernhardt Entity Title: Not reported Affiliation Address: 14771 Myfrod Road,Suite D Affiliation City: Tustin Affiliation State: CA Affiliation Country: United States Affiliation Zip: 92780 Affiliation Phone: (714)544-0708 Affiliation Type Desc: Identification Signer Entity Name: Anton Bernhardt Entity Title: Assistant Secretary Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Property Owner Entity Name: Norbert Bernhardt Entity Title: Not reported Affiliation Address: 14771 Myford Road,Suite D Affiliation City: Tustin Affiliation State: CA Affiliation Country: United States Affiliation Zip: 92780 Affiliation Phone: (714)904-2181 HAZN ET: Site Name: PROTOOL CO Year: 2016 GEPAID: CAD067780148 Contact: ANTON BERNHARDT Telephone: 7145440708 TC5655027.2s Page 316 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PROTOOL CO (Continued) S113001505 Mailing Name: Not reported Mailing Address: 14771 MYFORD RD STE D Mailing City,St,Zip: TUSTIN,CA 927800000 Gen County: Orange TSD EPA ID: AZR000515924 TSD County: 99 Waste Category: Unspecified oil-containing waste Disposal Method: Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery (H010-H129)Or(H131-H135) Tons: 0.93825 Cat Decode: Not reported Method Decode: Not reported Facility County: Orange Site Name: PROTOOL CO Year: 2016 GEPAID: CAD067780148 Contact: ANTON BERNHARDT Telephone: 7145440708 Mailing Name: Not reported Mailing Address: 14771 MYFORD RD STE D Mailing City,St,Zip: TUSTIN,CA 927800000 Gen County: Orange TSD EPA ID: CAD008302903 TSD County: Los Angeles Waste Category: Oxygenated solvents(acetone,butanol,ethyl acetate,etc.) Disposal Method: Fuel Blending Prior To Energy Recovery At Another Site Tons: 0.132 Cat Decode: Not reported Method Decode: Not reported Facility County: Orange Site Name: PROTOOL CO Year: 2015 GEPAID: CAD067780148 Contact: ANTON BERNHARDT Telephone: 7145440708 Mailing Name: Not reported Mailing Address: 14771 MYFORD RD STE D Mailing City,St,Zip: TUSTIN,CA 927800000 Gen County: Orange TSD EPA ID: CAD008302903 TSD County: Los Angeles Waste Category: Oxygenated solvents(acetone,butanol,ethyl acetate,etc.) Disposal Method: Solvents Recovery Tons: 0.099 Cat Decode: Not reported Method Decode: Not reported Facility County: Orange Site Name: PROTOOL CO Year: 2015 GEPAID: CAD067780148 Contact: ANTON BERNHARDT Telephone: 7145440708 Mailing Name: Not reported Mailing Address: 14771 MYFORD RD STE D TC5655027.2s Page 317 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PROTOOL CO (Continued) S113001505 Mailing City,St,Zip: TUSTIN,CA 927800000 Gen County: Orange TSD EPA ID: AZR000515924 TSD County: 99 Waste Category: Unspecified sludge waste Disposal Method: Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery (H010-H129)Or(H131-H135) Tons: 0.22935 Cat Decode: Not reported Method Decode: Not reported Facility County: Orange Site Name: PROTOOL CO Year: 2013 GEPAID: CAD067780148 Contact: NORBERT BERNHARDT Telephone: 7145440708 Mailing Name: Not reported Mailing Address: 14771 MYFORD RD STE D Mailing City,St,Zip: TUSTIN,CA 927800000 Gen County: Orange TSD EPA ID: CAT080013352 TSD County: Los Angeles Waste Category: Not reported Disposal Method: Other Recovery Of Reclamation For Reuse Including Acid Regeneration, Organics Recovery Ect Tons: 0.7089 Cat Decode: Not reported Method Decode: Not reported Facility County: Not reported dirk this hgpPrlink while viewing on your computer to access 2 additional CA_HAZNET:record(s)in the EDR Site Report. CERS TANKS: Site ID: 416258 CERS ID: 10539757 Site Name: PROTOOL CO CERS Description: Chemical Storage Facilities Violations: Site ID: 416258 Site Name: PROTOOL CO Violation Date: 08-12-2014 Citation: 22 CCR 12 66262.34(f)-California Code of Regulations,Title 22, Chapter 12,Section(s)66262.34(f) Violation Description: Failure to properly label hazardous waste accumulation containers with the following requirements:"Hazardous Waste",name and address of the generator,physical and chemical characteristics of the Hazardous Waste,and starting accumulation date. Violation Notes: Returned to compliance on 08/12/2014.The black 55 gallon drum of oily water was not properly labeled.The drum was labeled during the course of the inspection.Violation corrected. Violation Division: Orange County Environmental Health Violation Program: HW Violation Source: CERS TC5655027.2s Page 318 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PROTOOL CO (Continued) S113001505 Evaluation: Eval General Type: Other/Unknown Eval Date: 01-11-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: 1/11/16:Thank you for your recent E-Submit submission.The HMBEP has been reviewed and declined for PROTOOL CO located at 14771 MYFORD RD STE D,TUSTIN,CA.Please correct the following and resubmit within 30 days:CHEMICAL DESCRIPTION//(1)Chevron Bright Cut AM:--List the Chemical Name(e.x.?Mineral Oil?)--Enter the CAS Number for the mixture component.Mineral oil has a CAS#of 8012-95-1.--Enter the Percent Weight of the mineral oil.--Please verify if this chemical is a mixture of pure components or if it is a waste since there is an Annual Waste Amount entered but the Hazardous Material Type is listed as?Mixture.?The annual waste amount is only required for chemicals listed as a waste.--Select the Federal Hazard Code(typically?Fire? for combustible liquids).(2)Chevron Way Oil Vistac 68X:--Add the Chemical Name.--Please verify if this chemical is a mixture of pure components or if it is a waste since there is an Annual Waste [Truncated] Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 01-30-2014 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed HMBEP submission package on E-Submit Portal,DENIED.Request for resubmittal this date. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 04-13-2016 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous materials inspection.Consent to enter and inspect granted by Anton Bernhardt.Observed the hazardous materials storage areas.The following hazardous materials that meet or exceed thresholds were observed today:-55 gallons Bright Cut AM- 55 gallons Rustlick Ultracut 375R-275 gallons waste coolant/water/oil Annual hazardous materials training records are available for review."NOTE:Only report"Lubricating oil'if volume of each type exceeds 55 gallons OR the total volume of all types exceeds 275 gallons.?Lubricating oil?means any oil intended for use in an internal combustion crankcase,or the transmission,gearbox, differential,or hydraulic system of an automobile,bus,truck, vessel,plane,heavy equipment,or other machinery powered by an internal combustion or electric powered engine.?Lubricating oil?does not include used oil. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown TC5655027.2s Page 319 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PROTOOL CO (Continued) S113001505 Eval Date: 04-15-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Review submittal in E-Submit and accept. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 08-11-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed hazmat disclosure submittal in esubmit.Accepted based on esubmit comparison option results. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 05-12-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Gather information for Anton for Contingency Plan and email to Anton. Reset password for portal. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 08-12-2014 Violations Found: Yes Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous waste inspection.Consent to enter and inspect granted by Anton Bernhardt.Observed the shop area,waste storage area,perimeter of facility and trash container.Drums of wastes appear to be in good condition.Wastes include oily water. Manifests for waste disposal are available for review.The emergency response label is posted in the facility.Verified the owner as Protool Co. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 09-02-2014 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: The following documents were received and ACCEPTED on the E-Submit portal:-Business Activities form-Business Owner/Operator form- Chemical Inventory(4 chemicals)-Facility Site Map Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 04-13-2016 Violations Found: No TC5655027.2s Page 320 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PROTOOL CO (Continued) S113001505 Eval Type: Routine done by local agency Eval Notes: Not reported Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 04-15-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Review oils disclosed and exemptions,discuss with supervisor,draft report. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 08-13-2014 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed HMBEP submission package on E-Submit Portal,DENIED.Request for resubmittal this date. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 08-17-2017 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Submit RUR to change PE to 5801.Waste oil should not be billed in HM program bringing the total number of billable HM to 4. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 03-25-2017 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Facility has complied with 2017 reporting requirement. Reviewed and declined HMBEP submittal.The following corrections are needed: CHEMICAL INVENTORY The Fire Code Hazard Classes field was stripped of data during the transfer of your data from E-submit.Please complete this field for all reported materials. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 07-18-2014 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Print HM inventory and map and review for inspection. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS TC5655027.2s Page 321 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PROTOOL CO (Continued) S113001505 Eval General Type: Compliance Evaluation Inspection Eval Date: 08-12-2014 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous materials inspection.Consent to enter and inspect granted by Anton Bernhardt.Observed the shop and hazardous materials storage areas.Containers appear to be in good condition with no releases observed.Hazardous materials on site match with the Chemical Inventory forms submitted on the E-Submit Portal. Verified location of hazardous materials disclosed on map. Employee training on hazardous materials conducted once a year. Emergency response information is on site.Discussed criteria for exempt lubricating oils.Anton stated that he will review his on-site inventory to determine if they meet the exemption and make any necessary changes in the Portal. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Affiliation: Affiliation Type Desc: CUPA District Entity Name: Orange County Env Health Entity Title: Not reported Affiliation Address: 1241 East Dyer RoadSuite 120 Affiliation City: Santa Ana Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92705-5611 Affiliation Phone: (714)433-6000 Affiliation Type Desc: Parent Corporation Entity Name: PROTOOL CO Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Document Preparer Entity Name: Anton Bernhardt Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Environmental Contact Entity Name: Anton Bernhardt Entity Title: Not reported Affiliation Address: 14771 Myford Road,Suite D Affiliation City: Tustin Affiliation State: CA Affiliation Country: Not reported TC5655027.2s Page 322 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PROTOOL CO (Continued) S113001505 Affiliation Zip: 92780 Affiliation Phone: Not reported Affiliation Type Desc: Facility Mailing Address Entity Name: Mailing Address Entity Title: Not reported Affiliation Address: 14771 Myford Road,Suite D Affiliation City: Tustin Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92780 Affiliation Phone: Not reported Affiliation Type Desc: Operator Entity Name: Norbert/Anton Bernhardt Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: (714)544-0708 Affiliation Type Desc: Legal Owner Entity Name: Norbert Bernhardt Entity Title: Not reported Affiliation Address: 14771 Myfrod Road,Suite D Affiliation City: Tustin Affiliation State: CA Affiliation Country: United States Affiliation Zip: 92780 Affiliation Phone: (714)544-0708 Affiliation Type Desc: Identification Signer Entity Name: Anton Bernhardt Entity Title: Assistant Secretary Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Property Owner Entity Name: Norbert Bernhardt Entity Title: Not reported Affiliation Address: 14771 Myford Road,Suite D Affiliation City: Tustin Affiliation State: CA Affiliation Country: United States Affiliation Zip: 92780 Affiliation Phone: (714)904-2181 TC5655027.2s Page 323 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number N69 THOMAS&BETTS CORP RCRA NonGen/NLR 1000296441 NW 14401 CHAMBERS RD FINDS CAD981162555 1/8-1/4 TUSTIN,CA 92780 ECHO 0.227 mi. 1199 ft. Site 3 of 3 in cluster N Relative: RCRA NonGen/NLR: Higher Date form received by agency:11/05/1985 Actual: Facility name: THOMAS&BETTS CORP 72 ft. Facility address: 14401 CHAMBERS RD TUSTIN,CA 92780 EPA ID: CAD981162555 Mailing address: RTE SIXTH HUNDRED ELEVEN,P O PLUMSTEADVILLE,PA 18949 Contact: ENVIRONMENTAL MANAGER Contact address: 14401 CHAMBERS RD TUSTIN,CA 92680 Contact country: US Contact telephone: 215-766-8814 Contact email: Not reported EPA Region: 09 Classification: Non-Generator Description: Handler:Non-Generators do not presently generate hazardous waste Owner/Operator Summary: Owner/operator name: THOMAS&BETTS CORP Owner/operator address: NOT REQUIRED NOT REQUIRED,ME 99999 Owner/operator country: Not reported Owner/operator telephone: 415-555-1212 Owner/operator email: Not reported Owner/operator fax: Not reported Owner/operator extension: Not reported Legal status: Private Owner/Operator Type: Owner Owner/Op start date: Not reported Owner/Op end date: Not reported Owner/operator name: NOT REQUIRED Owner/operator address: NOT REQUIRED NOT REQUIRED,ME 99999 Owner/operator country: Not reported Owner/operator telephone: 415-555-1212 Owner/operator email: Not reported Owner/operator fax: Not reported Owner/operator extension: Not reported Legal status: Private Owner/Operator Type: Operator Owner/Op start date: Not reported Owner/Op end date: Not reported Handler Activities Summary: U.S.importer of hazardous waste: No Mixed waste(haz.and radioactive): No Recycler of hazardous waste: No Transporter of hazardous waste: No Treater,storer or disposer of HW: No Underground injection activity: No TC5655027.2s Page 324 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number THOMAS&BETTS CORP (Continued) 1000296441 On-site burner exemption: No Furnace exemption: No Used oil fuel burner: No Used oil processor: No User oil refiner: No Used oil fuel marketer to burner: No Used oil Specification marketer: No Used oil transfer facility: No Used oil transporter: No Violation Status: No violations found FINDS: Registry ID: 110006469124 Environmental Interest/Information System RCRAInfo is a national information system that supports the Resource Conservation and Recovery Act(RCRA)program through the tracking of events and activities related to facilities that generate,transport, and treat,store,or dispose of hazardous waste.RCRAInfo allows RCRA program staff to track the notification,permit,compliance,and corrective action activities required under RCRA. dirk this hgpPrlink while viewing on your computer to access additional FINDS:detail in the EDR Site Report. ECHO: Envid: 1000296441 Registry ID: 110006469124 DFR URL: http://echo.epa.gov/detailed-facility-report?fid=110006469124 Q70 PROTOOL CO RCRA-SQG 1000417717 South 14771 D MYFORD RD CAD067780148 1/8-1/4 TUSTIN,CA 92780 0.231 mi. 1219 ft. Site 2 of 3 in cluster Q Relative: RCRA-SQG: Lower Date form received by agency:09/01/1996 Actual: Facility name: PROTOOL CO 60 ft. Facility address: 14771 D MYFORD RD TUSTIN,CA 92780 EPA ID: CAD067780148 Contact: Not reported Contact address: Not reported Not reported Contact country: US Contact telephone: Not reported Contact email: Not reported EPA Region: 09 Land type: Facility is not located on Indian land.Additional information is not known. Classification: Small Small Quantity Generator Description: Handler:generates more than 100 and less than 1000 kg of hazardous waste during any calendar month and accumulates less than 6000 kg of hazardous waste at any time;or generates 100 kg or less of hazardous waste during any calendar month,and accumulates more than 1000 kg of TC5655027.2s Page 325 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PROTOOL CO (Continued) 1000417717 hazardous waste at any time Owner/Operator Summary: Owner/operator name: BERNHARDT NORBERT Owner/operator address: NOT REQUIRED NOT REQUIRED,ME 99999 Owner/operator country: Not reported Owner/operator telephone: 415-555-1212 Owner/operator email: Not reported Owner/operator fax: Not reported Owner/operator extension: Not reported Legal status: Private Owner/Operator Type: Owner Owner/Op start date: Not reported Owner/Op end date: Not reported Owner/operator name: NOT REQUIRED Owner/operator address: NOT REQUIRED NOT REQUIRED,ME 99999 Owner/operator country: Not reported Owner/operator telephone: 415-555-1212 Owner/operator email: Not reported Owner/operator fax: Not reported Owner/operator extension: Not reported Legal status: Private Owner/Operator Type: Operator Owner/Op start date: Not reported Owner/Op end date: Not reported Handler Activities Summary: U.S.importer of hazardous waste: No Mixed waste(haz.and radioactive): No Recycler of hazardous waste: No Transporter of hazardous waste: No Treater,storer or disposer of HW: No Underground injection activity: No On-site burner exemption: No Furnace exemption: No Used oil fuel burner: No Used oil processor: No User oil refiner: No Used oil fuel marketer to burner: No Used oil Specification marketer: No Used oil transfer facility: No Used oil transporter: No Historical Generators: Date form received by agency:04/08/1986 Site name: PROTOOL CO Classification: Large Quantity Generator Violation Status: No violations found Evaluation Action Summary: Evaluation date: 09/29/1994 TC5655027.2s Page 326 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PROTOOL CO (Continued) 1000417717 Evaluation: COMPLIANCE EVALUATION INSPECTION ON-SITE Area of violation: Not reported Date achieved compliance: Not reported Evaluation lead agency: State Contractor/Grantee 71 N2 IMAGING SYSTEMS CERS HAZ WASTE S113033130 NNW 14341 CHAMBERS RD HAZNET N/A 1/8-1/4 TUSTIN,CA 92780 CERS 0.234 mi. 1237 ft. Relative: CERS HAZ WASTE: Higher Site ID: 429269 Actual: CERS ID: 10749850 74 ft. CERS Description: Hazardous Waste Generator Evaluation: Eval General Type: Compliance Evaluation Inspection Eval Date: 08-28-2018 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine inspection.Observed the following hazardous materials that meet threshold reporting limits:-6000 gallon liquid nitrogen tank Annual hazardous material training records dated 11/2017. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 08-28-2018 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous waste inspection.Observed the lab area,waste storage area,perimeter of facility and trash container. Containers of wastes are covered and labeled.Wastes include flammable solid debris with acetone,and solid debris with resins.Manifests for waste disposal are available for review.Emergency response and contact information available for review. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Coordinates: Site ID: 429269 Facility Name: N2 Imaging Systems Env Int Type Code: HMBP Program ID: 10749850 Coord Name: Not reported Ref Point Type Desc: Center of a facility or station. Latitude: 33.720170 Longitude: -117.807190 Affiliation: Affiliation Type Desc: Document Preparer Entity Name: David Ramos Entity Title: Not reported Affiliation Address: Not reported TC5655027.2s Page 327 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number N2 IMAGING SYSTEMS (Continued) S113033130 Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Operator Entity Name: UNITED TECHNOLOGIES Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: (860)728-7000 Affiliation Type Desc: Property Owner Entity Name: Anza Management Entity Title: Not reported Affiliation Address: 2280 Universty Dr. Affiliation City: Newport Beach Affiliation State: CA Affiliation Country: United States Affiliation Zip: 92660 Affiliation Phone: (949)645-1422 Affiliation Type Desc: Environmental Contact Entity Name: David Andrew Ramos Entity Title: Not reported Affiliation Address: 14341 Chambers Rd Affiliation City: Tustin Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92780 Affiliation Phone: Not reported Affiliation Type Desc: Facility Mailing Address Entity Name: Mailing Address Entity Title: Not reported Affiliation Address: 14440 Myford Rd. Affiliation City: Irvine Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92606 Affiliation Phone: Not reported Affiliation Type Desc: Identification Signer Entity Name: David Ramos Entity Title: EH&S Manager Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: CUPA District TC5655027.2s Page 328 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number N2 IMAGING SYSTEMS (Continued) S113033130 Entity Name: Orange County Env Health Entity Title: Not reported Affiliation Address: 1241 East Dyer RoadSuite 120 Affiliation City: Santa Ana Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92705-5611 Affiliation Phone: (714)433-6000 Affiliation Type Desc: Legal Owner Entity Name: UNITED TECHNOLOGIES Entity Title: Not reported Affiliation Address: 10 Farm Springs Rd. Affiliation City: Farmington Affiliation State: CT Affiliation Country: United States Affiliation Zip: 06032 Affiliation Phone: (860)728-7000 Affiliation Type Desc: Parent Corporation Entity Name: N2 IMAGING SYSTEMS LLC Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported HAZN ET: Site Name: MONTGOMERY SYSTEMS TECH Year: 2003 GEPAID: CAL000030338 Contact: INACTIVE/BUS MOVED 7-94 Telephone: Mailing Name: Not reported Mailing Address: 14341 CHAMBERS RD Mailing City,St,Zip: TUSTIN,CA 926800000 Gen County: Not reported TSD EPA ID: AZD049318009 TSD County: Not reported Waste Category: Liquids with pH —2 Disposal Method: Treatment, Incineration Tons: 0.02 Cat Decode: Not reported Method Decode: Not reported Facility County: Orange Site Name: MONTGOMERY SYSTEMS TECH Year: 2003 GEPAID: CAL000030338 Contact: INACTIVE/BUS MOVED 7-94 Telephone: Mailing Name: Not reported Mailing Address: 14341 CHAMBERS RD Mailing City,St,Zip: TUSTIN,CA 926800000 TC5655027.2s Page 329 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number N2 IMAGING SYSTEMS (Continued) S113033130 Gen County: Not reported TSD EPA ID: AZD049318009 TSD County: Not reported Waste Category: Alkaline solution without metals pH >=12.5 Disposal Method: Treatment,Tank Tons: 0.04 Cat Decode: Not reported Method Decode: Not reported Facility County: Orange Site Name: MONTGOMERY SYSTEMS TECH Year: 2003 GEPAID: CAL000030338 Contact: INACTIVE/BUS MOVED 7-94 Telephone: Mailing Name: Not reported Mailing Address: 14341 CHAMBERS RD Mailing City,St,Zip: TUSTIN,CA 926800000 Gen County: Not reported TSD EPA ID: AZD049318009 TSD County: Not reported Waste Category: Laboratory waste chemicals Disposal Method: Treatment, Incineration Tons: 0 Cat Decode: Not reported Method Decode: Not reported Facility County: Orange Site Name: MONTGOMERY SYSTEMS TECH Year: 1994 GEPAID: CAL000030338 Contact: MONTGOMERY H S Telephone: 0000000000 Mailing Name: Not reported Mailing Address: 14341 CHAMBERS RD Mailing City,St,Zip: TUSTIN,CA 926800000 Gen County: Not reported TSD EPA ID: CAD008302903 TSD County: Not reported Waste Category: Oxygenated solvents(acetone,butanol,ethyl acetate,etc.) Disposal Method: Recycler Tons: .2085 Cat Decode: Not reported Method Decode: Not reported Facility County: Orange Site Name: MONTGOMERY SYSTEMS TECH Year: 1993 GEPAID: CAL000030338 Contact: MONTGOMERY H S Telephone: 0000000000 Mailing Name: Not reported Mailing Address: 14341 CHAMBERS RD Mailing City,St,Zip: TUSTIN,CA 926800000 Gen County: Not reported TSD EPA ID: CAD008302903 TSD County: Not reported TC5655027.2s Page 330 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number N2 IMAGING SYSTEMS (Continued) S113033130 Waste Category: Oxygenated solvents(acetone,butanol,ethyl acetate,etc.) Disposal Method: Recycler Tons: 0.41699999999 Cat Decode: Not reported Method Decode: Not reported Facility County: Orange dirk this hgpprlink while viewing on your computer to access additional CA_HAZNET:detail in the EDR Site Report. CERS TANKS: Site ID: 429269 CERS ID: 10749850 Site Name: N2 IMAGING SYSTEMS CERS Description: Chemical Storage Facilities Evaluation: Eval General Type: Compliance Evaluation Inspection Eval Date: 08-28-2018 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine inspection.Observed the following hazardous materials that meet threshold reporting limits:-6000 gallon liquid nitrogen tank Annual hazardous material training records dated 11/2017. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 08-28-2018 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous waste inspection.Observed the lab area,waste storage area,perimeter of facility and trash container. Containers of wastes are covered and labeled.Wastes include flammable solid debris with acetone,and solid debris with resins.Manifests for waste disposal are available for review.Emergency response and contact information available for review. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Coordinates: Site ID: 429269 Facility Name: N2 Imaging Systems Env Int Type Code: HMBP Program ID: 10749850 Coord Name: Not reported Ref Point Type Desc: Center of a facility or station. Latitude: 33.720170 Longitude: -117.807190 Affiliation: Affiliation Type Desc: Document Preparer Entity Name: David Ramos TC5655027.2s Page 331 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number N2 IMAGING SYSTEMS (Continued) S113033130 Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Operator Entity Name: UNITED TECHNOLOGIES Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: (860)728-7000 Affiliation Type Desc: Property Owner Entity Name: Anza Management Entity Title: Not reported Affiliation Address: 2280 Universty Dr. Affiliation City: Newport Beach Affiliation State: CA Affiliation Country: United States Affiliation Zip: 92660 Affiliation Phone: (949)645-1422 Affiliation Type Desc: Environmental Contact Entity Name: David Andrew Ramos Entity Title: Not reported Affiliation Address: 14341 Chambers Rd Affiliation City: Tustin Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92780 Affiliation Phone: Not reported Affiliation Type Desc: Facility Mailing Address Entity Name: Mailing Address Entity Title: Not reported Affiliation Address: 14440 Myford Rd. Affiliation City: Irvine Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92606 Affiliation Phone: Not reported Affiliation Type Desc: Identification Signer Entity Name: David Ramos Entity Title: EH&S Manager Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported TC5655027.2s Page 332 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number N2 IMAGING SYSTEMS (Continued) S113033130 Affiliation Type Desc: CUPA District Entity Name: Orange County Env Health Entity Title: Not reported Affiliation Address: 1241 East Dyer RoadSuite 120 Affiliation City: Santa Ana Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92705-5611 Affiliation Phone: (714)433-6000 Affiliation Type Desc: Legal Owner Entity Name: UNITED TECHNOLOGIES Entity Title: Not reported Affiliation Address: 10 Farm Springs Rd. Affiliation City: Farmington Affiliation State: CT Affiliation Country: United States Affiliation Zip: 06032 Affiliation Phone: (860)728-7000 Affiliation Type Desc: Parent Corporation Entity Name: N2 IMAGING SYSTEMS LLC Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported 072 TRUESDAIL LABORATORIES INC RCRA-SQG 1000221925 North 14201 FRANKLIN AVENUE ENVIROSTOR CAD981379282 1/8-1/4 TUSTIN,CA 92780 VCP 0.243 mi. HIST UST 1284 ft. Site 2 of 2 in cluster O DEED Relative: FINDS Higher ECHO HAZNET Actual: NPDES 76 ft. RCRA-SQG: Date form received by agency:04/13/2004 Facility name: TRUESDAIL LABORATORIES INC Facility address: 14201 FRANKLIN AVE TUSTIN,CA 92780 EPA ID: CAD981379282 Contact: DAVID A STIVERS Contact address: Not reported Not reported Contact country: US Contact telephone: 714-730-6239 Telephone ext.: 230 Contact email: DAVIDS@TRUESDAIL.COM EPA Region: 09 Land type: Private Classification: Small Small Quantity Generator Description: Handler:generates more than 100 and less than 1000 kg of hazardous TC5655027.2s Page 333 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TRUESDAIL LABORATORIES INC (Continued) 1000221925 waste during any calendar month and accumulates less than 6000 kg of hazardous waste at any time;or generates 100 kg or less of hazardous waste during any calendar month,and accumulates more than 1000 kg of hazardous waste at any time Owner/Operator Summary: Owner/operator name: CHARLEY IRREVOCABLE TRUST Owner/operator address: 14201 FRANKLIN AVE TUSTIN,CA 92780 Owner/operator country: US Owner/operator telephone: Not reported Owner/operator email: Not reported Owner/operator fax: Not reported Owner/operator extension: Not reported Legal status: Private Owner/Operator Type: Owner Owner/Op start date: 01/01/2000 Owner/Op end date: Not reported Owner/operator name: TRUESDAIL LABORATORIES INC Owner/operator address: Not reported Not reported Owner/operator country: US Owner/operator telephone: Not reported Owner/operator email: Not reported Owner/operator fax: Not reported Owner/operator extension: Not reported Legal status: Private Owner/Operator Type: Operator Owner/Op start date: 01/01/1983 Owner/Op end date: Not reported Owner/operator name: PHILIP CHARLEY Owner/operator address: NOT REQUIRED NOT REQUIRED,ME 99999 Owner/operator country: Not reported Owner/operator telephone: 415-555-1212 Owner/operator email: Not reported Owner/operator fax: Not reported Owner/operator extension: Not reported Legal status: Private Owner/Operator Type: Owner Owner/Op start date: Not reported Owner/Op end date: Not reported Owner/operator name: NOT REQUIRED Owner/operator address: NOT REQUIRED NOT REQUIRED,ME 99999 Owner/operator country: Not reported Owner/operator telephone: 415-555-1212 Owner/operator email: Not reported Owner/operator fax: Not reported Owner/operator extension: Not reported Legal status: Private Owner/Operator Type: Operator Owner/Op start date: Not reported Owner/Op end date: Not reported TC5655027.2s Page 334 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TRUESDAIL LABORATORIES INC (Continued) 1000221925 Handler Activities Summary: U.S.importer of hazardous waste: No Mixed waste(haz.and radioactive): No Recycler of hazardous waste: No Transporter of hazardous waste: No Treater,storer or disposer of HW: No Underground injection activity: No On-site burner exemption: No Furnace exemption: No Used oil fuel burner: No Used oil processor: No User oil refiner: No Used oil fuel marketer to burner: No Used oil Specification marketer: No Used oil transfer facility: No Used oil transporter: No Waste code: D001 Waste name: IGNITABLE WASTE Waste code: D002 Waste name: CORROSIVE WASTE Waste code: D003 Waste name: REACTIVE WASTE Waste code: D004 Waste name: ARSENIC Waste code: D007 Waste name: CHROMIUM Waste code: D009 Waste name: MERCURY Waste code: D010 Waste name: SELENIUM Waste code: LABP Waste name: LAB PACK Waste code: P098 Waste name: POTASSIUM CYANIDE(OR)POTASSIUM CYANIDE K(CN) Waste code: P106 Waste name: SODIUM CYANIDE(OR)SODIUM CYANIDE NA(CN) Historical Generators: Date form received by agency:02/04/1986 Site name: TRUESDAIL LABS Classification: Small Quantity Generator Violation Status: No violations found Evaluation Action Summary: Evaluation date: 06/30/2004 TC5655027.2s Page 335 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TRUESDAIL LABORATORIES INC (Continued) 1000221925 Evaluation: COMPLIANCE EVALUATION INSPECTION ON-SITE Area of violation: Not reported Date achieved compliance: Not reported Evaluation lead agency: State Contractor/Grantee ENVIROSTOR: Facility ID: 60002347 Status: Certified O&M-Land Use Restrictions Only Status Date: 05/22/2017 Site Code: 401740 Site Type: Voluntary Cleanup Site Type Detailed: Voluntary Cleanup Acres: 2.29 NPL: NO Regulatory Agencies: SMBRP Lead Agency: SMBRP Program Manager: Johnson Abraham Supervisor: Shahir Haddad Division Branch: Southern California Schools&Brownfields Outreach Assembly: 68 Senate: 37 Special Program: Not reported Restricted Use: YES Site Mgmt Req: NONE SPECIFIED Funding: Responsible Party Latitude: 33.72115 Longitude: -117.8046 APN: 432-472-14,432-472-15 Past Use: LABORATORIES-UNSPECIFIED Potential COC: Under Investigation Confirmed COC: Under Investigation Potential Description: UE Alias Name: 432-472-14 Alias Type: APN Alias Name: 432-472-15 Alias Type: APN Alias Name: 401740 Alias Type: Project Code(Site Code) Alias Name: 60002347 Alias Type: Envirostor ID Number Completed Info: Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Annual Oversight Cost Estimate Completed Date: 09/13/2018 Comments: Not reported Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Land Use Restriction-Amendment Completed Date: 06/22/2018 Comments: Not reported Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Annual Oversight Cost Estimate Completed Date: 09/07/2017 TC5655027.2s Page 336 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TRUESDAIL LABORATORIES INC (Continued) 1000221925 Comments: Annual cost estimate letter sent 9/7/17. Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Preliminary Endangerment Assessment Report Completed Date: 06/08/2016 Comments: DTSC approved the PEA with a Further Action determination Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Site Characterization Workplan Completed Date: 07/27/2016 Comments: DTSC approved the TM provided comments are addressed in future fieldwork/reports. Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Site Characterization Report Completed Date: 12/21/2016 Comments: DTSC issued a No Further Action determination provided a LUC is recorded for the site as a commercial/industrial land use scenario was used at the site Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Land Use Restriction Monitoring Report Completed Date: 01/22/2018 Comments: DTSC approved the annual 2017 LUC compliance report Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Public Notice Completed Date: 05/13/2017 Comments: Proof of publication of LUC notice in OC Register Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Application Completed Date: 04/13/2016 Comments: Received VCP Application. Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Land Use Restriction Completed Date: 02/14/2017 Comments: Deed recorded with Orange County Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Voluntary Cleanup Agreement Completed Date: 05/11/2016 Comments: DTSC executed an agreement for the Former Truesdale Labs Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Annual Oversight Cost Estimate Completed Date: 09/15/2016 TC5655027.2s Page 337 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TRUESDAIL LABORATORIES INC (Continued) 1000221925 Comments: DTSC prepared an annual oversight cost estimate for 2016-2017 Future Area Name: PROJECT WIDE Future Sub Area Name: Not reported Future Document Type: 5 Year Review Reports Future Due Date: 2022 Schedule Area Name: Not reported Schedule Sub Area Name: Not reported Schedule Document Type: Not reported Schedule Due Date: Not reported Schedule Revised Date: Not reported VCP: Facility ID: 60002347 Site Type: Voluntary Cleanup Site Type Detail: Voluntary Cleanup Site Mgmt. Req.: NONE SPECIFIED Acres: 2.29 National Priorities List: NO Cleanup Oversight Agencies: SMBRP Lead Agency: SMBRP Lead Agency Description: DTSC-Site Cleanup Program Project Manager: Johnson Abraham Supervisor: Shahir Haddad Division Branch: Southern California Schools&Brownfields Outreach Site Code: 401740 Assembly: 68 Senate: 37 Special Programs Code: Not reported Status: Certified O&M-Land Use Restrictions Only Status Date: 05/22/2017 Restricted Use: YES Funding: Responsible Party Lat/Long: 33.72115/-117.8046 APN: 432-472-14,432-472-15 Past Use: LABORATORIES-UNSPECIFIED Potential COC: 31001 Confirmed COC: 31001 Potential Description: UE Alias Name: 432-472-14 Alias Type: APN Alias Name: 432-472-15 Alias Type: APN Alias Name: 401740 Alias Type: Project Code(Site Code) Alias Name: 60002347 Alias Type: Envirostor ID Number Completed Info: Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Annual Oversight Cost Estimate Completed Date: 09/13/2018 Comments: Not reported Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported TC5655027.2s Page 338 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TRUESDAIL LABORATORIES INC (Continued) 1000221925 Completed Document Type: Land Use Restriction-Amendment Completed Date: 06/22/2018 Comments: Not reported Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Annual Oversight Cost Estimate Completed Date: 09/07/2017 Comments: Annual cost estimate letter sent 9/7/17. Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Preliminary Endangerment Assessment Report Completed Date: 06/08/2016 Comments: DTSC approved the PEA with a Further Action determination Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Site Characterization Workplan Completed Date: 07/27/2016 Comments: DTSC approved the TM provided comments are addressed in future fieldwork/reports. Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Site Characterization Report Completed Date: 12/21/2016 Comments: DTSC issued a No Further Action determination provided a LUC is recorded for the site as a commercial/industrial land use scenario was used at the site Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Land Use Restriction Monitoring Report Completed Date: 01/22/2018 Comments: DTSC approved the annual 2017 LUC compliance report Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Public Notice Completed Date: 05/13/2017 Comments: Proof of publication of LUC notice in OC Register Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Application Completed Date: 04/13/2016 Comments: Received VCP Application. Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Land Use Restriction Completed Date: 02/14/2017 Comments: Deed recorded with Orange County Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported TC5655027.2s Page 339 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TRUESDAIL LABORATORIES INC (Continued) 1000221925 Completed Document Type: Voluntary Cleanup Agreement Completed Date: 05/11/2016 Comments: DTSC executed an agreement for the Former Truesdale Labs Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Annual Oversight Cost Estimate Completed Date: 09/15/2016 Comments: DTSC prepared an annual oversight cost estimate for 2016-2017 Future Area Name: PROJECT WIDE Future Sub Area Name: Not reported Future Document Type: 5 Year Review Reports Future Due Date: 2022 Schedule Area Name: Not reported Schedule Sub Area Name: Not reported Schedule Document Type: Not reported Schedule Due Date: Not reported Schedule Revised Date: Not reported HIST UST: File Number: 0002EF5B URL: hftp://geotracker.waterboards.ca.gov/ustpdfs/pdf/0002EF5B.pdf Region: STATE Facility ID: 00000054228 Facility Type: Other Other Type: INDEPENDENT LABORATO Contact Name: MARTIN BROWN Telephone: 7147306239 Owner Name: TRUESDAIL LABORATORIES,INCORP Owner Address: 14201 FRANKLIN AVENUE Owner City,St,Zip: TUSTIN,CA 92680 Total Tanks: 0001 Tank Num: 001 Container Num: 01 Year Installed: 1983 Tank Capacity: 00000075 Tank Used for: WASTE Type of Fuel: Not reported Container Construction Thickness: 1/4 Leak Detection: Not reported Click here for Geo Tracker PDF: DEED: Envirostor ID: 60002347 Area: PROJECT WIDE Sub Area: Not reported Site Type: VOLUNTARY CLEANUP Status: CERTIFIED O&M-LAND USE RESTRICTIONS ONLY Agency: Not reported Covenant Uploaded: Not reported Deed Date(s): 06/22/2018 File Name: Envirostor Land Use Restrictions TC5655027.2s Page 340 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TRUESDAIL LABORATORIES INC (Continued) 1000221925 Envirostor ID: 60002347 Area: PROJECT WIDE Sub Area: Not reported Site Type: VOLUNTARY CLEANUP Status: CERTIFIED O&M-LAND USE RESTRICTIONS ONLY Agency: Not reported Covenant Uploaded: Not reported Deed Date(s): 02/14/2017 File Name: Envirostor Land Use Restrictions FINDS: Registry ID: 110006469696 Environmental Interest/Information System California Hazardous Waste Tracking System-Datamart(HWTS-DATAMART) provides California with information on hazardous waste shipments for generators,transporters,and treatment,storage,and disposal facilities. RCRAInfo is a national information system that supports the Resource Conservation and Recovery Act(RCRA)program through the tracking of events and activities related to facilities that generate,transport, and treat,store,or dispose of hazardous waste.RCRAInfo allows RCRA program staff to track the notification,permit,compliance,and corrective action activities required under RCRA. HAZARDOUS WASTE BIENNIAL REPORTER dirk this hgpprlink while viewing on your computer to access additional FINDS:detail in the EDR Site Report. ECHO: Envid: 1000221925 Registry ID: 110006469696 DFR URL: hftp://echo.epa.gov/detailed-facility-report?fid=110006469696 HAZN ET: Site Name: TRUESDAIL LABORATORIES INC Year: 2016 GEPAID: CAD981379282 Contact: LYN PHAERAKKAKIT Telephone: 7147306239 Mailing Name: Not reported Mailing Address: 3337 MICHELSON DR Mailing City,St,Zip: IRVINE,CA 926140000 Gen County: Orange TSD EPA ID: NVT330010000 TSD County: 99 Waste Category: Liquids with pH —2 with metals Disposal Method: Landfill Or Surface Impoundment That Will Be Closed As Landfill(To Include On-Site Treatment And/Or Stabilization) Tons: 0.1251 Cat Decode: Not reported Method Decode: Not reported TC5655027.2s Page 341 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TRUESDAIL LABORATORIES INC (Continued) 1000221925 Facility County: Orange Site Name: TRUESDAIL LABORATORIES INC Year: 2015 GEPAID: CAD981379282 Contact: MICHAEL NGO/SAFETY OFFICER Telephone: 7147306239 Mailing Name: Not reported Mailing Address: 14201 FRANKLIN AVE Mailing City,St,Zip: TUSTIN,CA 927807008 Gen County: Orange TSD EPA ID: CAD097030993 TSD County: Los Angeles Waste Category: Other organic solids Disposal Method: Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery (H010-H129)Or(H131-H135) Tons: 0.075 Cat Decode: Not reported Method Decode: Not reported Facility County: Orange Site Name: TRUESDAIL LABORATORIES INC Year: 2015 GEPAID: CAD981379282 Contact: MICHAEL NGO/SAFETY OFFICER Telephone: 7147306239 Mailing Name: Not reported Mailing Address: 14201 FRANKLIN AVE Mailing City,St,Zip: TUSTIN,CA 927807008 Gen County: Orange TSD EPA ID: CAT080013352 TSD County: Los Angeles Waste Category: Unspecified organic liquid mixture Disposal Method: Fuel Blending Prior To Energy Recovery At Another Site Tons: 0.204 Cat Decode: Not reported Method Decode: Not reported Facility County: Orange Site Name: TRUESDAIL LABORATORIES INC Year: 2015 GEPAID: CAD981379282 Contact: MICHAEL NGO/SAFETY OFFICER Telephone: 7147306239 Mailing Name: Not reported Mailing Address: 14201 FRANKLIN AVE Mailing City,St,Zip: TUSTIN,CA 927807008 Gen County: Orange TSD EPA ID: CAD097030993 TSD County: Los Angeles Waste Category: Liquids with pH —2 with metals Disposal Method: Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery (H010-H129)Or(H131-H135) Tons: 0.3753 Cat Decode: Not reported Method Decode: Not reported Facility County: Orange TC5655027.2s Page 342 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TRUESDAIL LABORATORIES INC (Continued) 1000221925 Site Name: TRUESDAIL LABORATORIES INC Year: 2015 GEPAID: CAD981379282 Contact: MICHAEL NGO/SAFETY OFFICER Telephone: 7147306239 Mailing Name: Not reported Mailing Address: 14201 FRANKLIN AVE Mailing City,St,Zip: TUSTIN,CA 927807008 Gen County: Orange TSD EPA ID: CAD008252405 TSD County: Los Angeles Waste Category: Off-specification,aged or surplus organics Disposal Method: Fuel Blending Prior To Energy Recovery At Another Site Tons: 0.495 Cat Decode: Not reported Method Decode: Not reported Facility County: Orange dirk this hgpprlink while viewing on your computer to access 110 additional CA_HAZNET:record(s)in the EDR Site Report. NPDES: Facility Status: Terminated NPDES Number: CAS000002 Region: 8 Agency Number: 0 Regulatory Measure ID: 485701 Place ID: Not reported Order Number: 2009-0009-DWQ WDID: 8 30C379923 Regulatory Measure Type: Enrollee Program Type: Construction Adoption Date Of Regulatory Measure: Not reported Effective Date Of Regulatory Measure: 05/23/2017 Termination Date Of Regulatory Measure: 12/18/2017 Expiration Date Of Regulatory Measure: Not reported Discharge Address: 200 Pine Ave Ste 630 Discharge Name: 14201 Franklin LLC Discharge City: Long Beach Discharge State: California Discharge Zip: 90802 Status: Not reported Status Date: Not reported Operator Name: Not reported Operator Address: Not reported Operator City: Not reported Operator State: Not reported Operator Zip: Not reported NPDES as of 03/2018: NPDES Number: CAS000002 Status: Terminated Agency Number: 0 Region: 8 Regulatory Measure ID: 485701 Order Number: 2009-0009-DWQ Regulatory Measure Type: Enrollee TC5655027.2s Page 343 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TRUESDAIL LABORATORIES INC (Continued) 1000221925 Place ID: Not reported WDID: 8 30C379923 Program Type: Construction Adoption Date Of Regulatory Measure: Not reported Effective Date Of Regulatory Measure: 05/23/2017 Expiration Date Of Regulatory Measure: Not reported Termination Date Of Regulatory Measure: 12/18/2017 Discharge Name: 14201 Franklin LLC Discharge Address: 200 Pine Ave Ste 630 Discharge City: Long Beach Discharge State: California Discharge Zip: 90802 Received Date: Not reported Processed Date: Not reported Status: Not reported Status Date: Not reported Place Size: Not reported Place Size Unit: Not reported Contact: Not reported Contact Title: Not reported Contact Phone: Not reported Contact Phone Ext: Not reported Contact Email: Not reported Operator Name: Not reported Operator Address: Not reported Operator City: Not reported Operator State: Not reported Operator Zip: Not reported Operator Contact: Not reported Operator Contact Title: Not reported Operator Contact Phone: Not reported Operator Contact Phone Ext: Not reported Operator Contact Email: Not reported Operator Type: Not reported Developer: Not reported Developer Address: Not reported Developer City: Not reported Developer State: Not reported Developer Zip: Not reported Developer Contact: Not reported Developer Contact Title: Not reported Constype Linear Utility Ind: Not reported Emergency Phone: Not reported Emergency Phone Ext: Not reported Constype Above Ground Ind: Not reported Constype Below Ground Ind: Not reported Constype Cable Line Ind: Not reported Constype Comm Line Ind: Not reported Constype Commertial Ind: Not reported Constype Electrical Line Ind: Not reported Constype Gas Line Ind: Not reported Constype Industrial Ind: Not reported Constype Other Description: Not reported Constype Other Ind: Not reported Constype Recons Ind: Not reported Constype Residential Ind: Not reported Constype Transport Ind: Not reported TC5655027.2s Page 344 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TRUESDAIL LABORATORIES INC (Continued) 1000221925 Constype Utility Description: Not reported Constype Utility Ind: Not reported Constype Water Sewer Ind: Not reported Dir Discharge Uswater Ind: Not reported Receiving Water Name: Not reported Certifier: Not reported Certifier Title: Not reported Certification Date: Not reported Primary Sic: Not reported Secondary Sic: Not reported Tertiary Sic: Not reported NPDES Number: Not reported Status: Not reported Agency Number: Not reported Region: 8 Regulatory Measure ID: 485701 Order Number: Not reported Regulatory Measure Type: Construction Place ID: Not reported WDID: 8 30C379923 Program Type: Not reported Adoption Date Of Regulatory Measure: Not reported Effective Date Of Regulatory Measure: Not reported Expiration Date Of Regulatory Measure: Not reported Termination Date Of Regulatory Measure: Not reported Discharge Name: Not reported Discharge Address: Not reported Discharge City: Not reported Discharge State: Not reported Discharge Zip: Not reported Received Date: 05/11/2017 Processed Date: 05/23/2017 Status: Active Status Date: 05/23/2017 Place Size: 2 Place Size Unit: Acres Contact: Joon Choi Contact Title: Not reported Contact Phone: 562-436-6688 Contact Phone Ext: Not reported Contact Email: joon@harborassociates.com Operator Name: 14201 Franklin LLC Operator Address: 200 Pine Ave Ste 630 Operator City: Long Beach Operator State: California Operator Zip: 90802 Operator Contact: Joon Choi Operator Contact Title: Approved Signatory Operator Contact Phone: 562-436-6688 Operator Contact Phone Ext: Not reported Operator Contact Email: joon@harborassociates.com Operator Type: Private Business Developer: 14201 Franklin LLC Developer Address: 200 Pine Ave Ste 630 Developer City: Long Beach Developer State: California TC5655027.2s Page 345 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TRUESDAIL LABORATORIES INC (Continued) 1000221925 Developer Zip: 90802 Developer Contact: Joon Choi Developer Contact Title: Approved Signatory Constype Linear Utility Ind: N Emergency Phone: Not reported Emergency Phone Ext: Not reported Constype Above Ground Ind: N Constype Below Ground Ind: N Constype Cable Line Ind: N Constype Comm Line Ind: N Constype Commertial Ind: N Constype Electrical Line Ind: N Constype Gas Line Ind: N Constype Industrial Ind: N Constype Other Description: Not reported Constype Other Ind: N Constype Recons Ind: N Constype Residential Ind: N Constype Transport Ind: N Constype Utility Description: Not reported Constype Utility Ind: N Constype Water Sewer Ind: N Dir Discharge Uswater Ind: N Receiving Water Name: Not reported Certifier: Joon Choi Certifier Title: Authorized Signatory Certification Date: 11-MAY-17 Primary Sic: Not reported Secondary Sic: Not reported Tertiary Sic: Not reported Facility Status: Not reported NPDES Number: Not reported Region: Not reported Agency Number: Not reported Regulatory Measure ID: Not reported Place ID: Not reported Order Number: Not reported WDID: 8 30C379923 Regulatory Measure Type: Construction Program Type: Not reported Adoption Date Of Regulatory Measure: Not reported Effective Date Of Regulatory Measure: Not reported Termination Date Of Regulatory Measure: Not reported Expiration Date Of Regulatory Measure: Not reported Discharge Address: Not reported Discharge Name: Not reported Discharge City: Not reported Discharge State: Not reported Discharge Zip: Not reported Status: Terminated Status Date: 12/28/2017 Operator Name: 14201 Franklin LLC Operator Address: 200 Pine Ave Ste 630 Operator City: Long Beach Operator State: California TC5655027.2s Page 346 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TRUESDAIL LABORATORIES INC (Continued) 1000221925 Operator Zip: 90802 NPDES as of 03/2018: NPDES Number: CAS000002 Status: Terminated Agency Number: 0 Region: 8 Regulatory Measure ID: 485701 Order Number: 2009-0009-DWQ Regulatory Measure Type: Enrollee Place ID: Not reported WDID: 8 30C379923 Program Type: Construction Adoption Date Of Regulatory Measure: Not reported Effective Date Of Regulatory Measure: 05/23/2017 Expiration Date Of Regulatory Measure: Not reported Termination Date Of Regulatory Measure: 12/18/2017 Discharge Name: 14201 Franklin LLC Discharge Address: 200 Pine Ave Ste 630 Discharge City: Long Beach Discharge State: California Discharge Zip: 90802 Received Date: Not reported Processed Date: Not reported Status: Not reported Status Date: Not reported Place Size: Not reported Place Size Unit: Not reported Contact: Not reported Contact Title: Not reported Contact Phone: Not reported Contact Phone Ext: Not reported Contact Email: Not reported Operator Name: Not reported Operator Address: Not reported Operator City: Not reported Operator State: Not reported Operator Zip: Not reported Operator Contact: Not reported Operator Contact Title: Not reported Operator Contact Phone: Not reported Operator Contact Phone Ext: Not reported Operator Contact Email: Not reported Operator Type: Not reported Developer: Not reported Developer Address: Not reported Developer City: Not reported Developer State: Not reported Developer Zip: Not reported Developer Contact: Not reported Developer Contact Title: Not reported Constype Linear Utility Ind: Not reported Emergency Phone: Not reported Emergency Phone Ext: Not reported Constype Above Ground Ind: Not reported Constype Below Ground Ind: Not reported Constype Cable Line Ind: Not reported Constype Comm Line Ind: Not reported TC5655027.2s Page 347 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TRUESDAIL LABORATORIES INC (Continued) 1000221925 Constype Commertial Ind: Not reported Constype Electrical Line Ind: Not reported Constype Gas Line Ind: Not reported Constype Industrial Ind: Not reported Constype Other Description: Not reported Constype Other Ind: Not reported Constype Recons Ind: Not reported Constype Residential Ind: Not reported Constype Transport Ind: Not reported Constype Utility Description: Not reported Constype Utility Ind: Not reported Constype Water Sewer Ind: Not reported Dir Discharge Uswater Ind: Not reported Receiving Water Name: Not reported Certifier: Not reported Certifier Title: Not reported Certification Date: Not reported Primary Sic: Not reported Secondary Sic: Not reported Tertiary Sic: Not reported NPDES Number: Not reported Status: Not reported Agency Number: Not reported Region: 8 Regulatory Measure ID: 485701 Order Number: Not reported Regulatory Measure Type: Construction Place ID: Not reported WDID: 8 30C379923 Program Type: Not reported Adoption Date Of Regulatory Measure: Not reported Effective Date Of Regulatory Measure: Not reported Expiration Date Of Regulatory Measure: Not reported Termination Date Of Regulatory Measure: Not reported Discharge Name: Not reported Discharge Address: Not reported Discharge City: Not reported Discharge State: Not reported Discharge Zip: Not reported Received Date: 05/11/2017 Processed Date: 05/23/2017 Status: Active Status Date: 05/23/2017 Place Size: 2 Place Size Unit: Acres Contact: Joon Choi Contact Title: Not reported Contact Phone: 562-436-6688 Contact Phone Ext: Not reported Contact Email: joon@harborassociates.com Operator Name: 14201 Franklin LLC Operator Address: 200 Pine Ave Ste 630 Operator City: Long Beach Operator State: California Operator Zip: 90802 Operator Contact: Joon Choi TC5655027.2s Page 348 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TRUESDAIL LABORATORIES INC (Continued) 1000221925 Operator Contact Title: Approved Signatory Operator Contact Phone: 562-436-6688 Operator Contact Phone Ext: Not reported Operator Contact Email: joon@harborassociates.com Operator Type: Private Business Developer: 14201 Franklin LLC Developer Address: 200 Pine Ave Ste 630 Developer City: Long Beach Developer State: California Developer Zip: 90802 Developer Contact: Joon Choi Developer Contact Title: Approved Signatory Constype Linear Utility Ind: N Emergency Phone: Not reported Emergency Phone Ext: Not reported Constype Above Ground Ind: N Constype Below Ground Ind: N Constype Cable Line Ind: N Constype Comm Line Ind: N Constype Commertial Ind: N Constype Electrical Line Ind: N Constype Gas Line Ind: N Constype Industrial Ind: N Constype Other Description: Not reported Constype Other Ind: N Constype Recons Ind: N Constype Residential Ind: N Constype Transport Ind: N Constype Utility Description: Not reported Constype Utility Ind: N Constype Water Sewer Ind: N Dir Discharge Uswater Ind: N Receiving Water Name: Not reported Certifier: Joon Choi Certifier Title: Authorized Signatory Certification Date: 11-MAY-17 Primary Sic: Not reported Secondary Sic: Not reported Tertiary Sic: Not reported 73 PERFECT LAMINATION INC RCRA-SQG 1000228120 West 14731 FRANKLIN AVE UNIT I FINDS CAD981425366 1/8-1/4 TUSTIN,CA 92780 ECHO 0.247 mi. 1304 ft. Relative: RCRA-SQG: Higher Date form received by agency:09/01/1996 Actual: Facility name: PERFECT LAMINATION INC 67 ft. Facility address: 14731 FRANKLIN AVE UNIT I TUSTIN,CA 92780 EPA ID: CAD981425366 Mailing address: 14731-1 FRANKLIN AVE TUSTIN,CA 92680 Contact: Not reported Contact address: Not reported Not reported TC5655027.2s Page 349 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PERFECT LAMINATION INC (Continued) 1000228120 Contact country: US Contact telephone: Not reported Contact email: Not reported EPA Region: 09 Classification: Small Small Quantity Generator Description: Handler:generates more than 100 and less than 1000 kg of hazardous waste during any calendar month and accumulates less than 6000 kg of hazardous waste at any time;or generates 100 kg or less of hazardous waste during any calendar month,and accumulates more than 1000 kg of hazardous waste at any time Owner/Operator Summary: Owner/operator name: NOT REQUIRED Owner/operator address: NOT REQUIRED NOT REQUIRED,ME 99999 Owner/operator country: Not reported Owner/operator telephone: 415-555-1212 Owner/operator email: Not reported Owner/operator fax: Not reported Owner/operator extension: Not reported Legal status: Private Owner/Operator Type: Operator Owner/Op start date: Not reported Owner/Op end date: Not reported Owner/operator name: GIA DUC NGUYEN PRES Owner/operator address: NOT REQUIRED NOT REQUIRED,ME 99999 Owner/operator country: Not reported Owner/operator telephone: 415-555-1212 Owner/operator email: Not reported Owner/operator fax: Not reported Owner/operator extension: Not reported Legal status: Private Owner/Operator Type: Owner Owner/Op start date: Not reported Owner/Op end date: Not reported Handler Activities Summary: U.S.importer of hazardous waste: No Mixed waste(haz.and radioactive): No Recycler of hazardous waste: No Transporter of hazardous waste: No Treater,storer or disposer of HW: No Underground injection activity: No On-site burner exemption: No Furnace exemption: No Used oil fuel burner: No Used oil processor: No User oil refiner: No Used oil fuel marketer to burner: No Used oil Specification marketer: No Used oil transfer facility: No Used oil transporter: No TC5655027.2s Page 350 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PERFECT LAMINATION INC (Continued) 1000228120 Historical Generators: Date form received by agency:04/10/1986 Site name: PERFECT LAMINATION INC Classification: Large Quantity Generator Violation Status: No violations found FINDS: Registry ID: 110006470390 Environmental Interest/Information System RCRAInfo is a national information system that supports the Resource Conservation and Recovery Act(RCRA)program through the tracking of events and activities related to facilities that generate,transport, and treat,store,or dispose of hazardous waste.RCRAInfo allows RCRA program staff to track the notification,permit,compliance,and corrective action activities required under RCRA. C;lirk this hgpPrlink while viewing on your computer to access additional FINDS:detail in the EDR Site Report. ECHO: Envid: 1000228120 Registry ID: 110006470390 DFR URL: hftp://echo.epa.gov/detailed-facility-report?fid=110006470390 Q74 DINAMATION INTERNATIONAL CORP CERS HAZ WASTE S113051532 South 14791 MYFORD RD HAZNET N/A 1/8-1/4 TUSTIN,CA 92680 CERS 0.249 mi. 1313 ft. Site 3 of 3 in cluster Q Relative: CERS HAZ WASTE: Lower Site ID: 434735 Actual: CERS ID: 10757770 59 ft. CERS Description: Hazardous Waste Generator Violations: Site ID: 434735 Site Name: NEW HEALTH ENTERPRISE,INC. Violation Date: 05-11-2018 Citation: HSC 6.95 25508(a)(1)-California Health and Safety Code,Chapter 6.95,Section(s)25508(a)(1) Violation Description: Failure to complete and electronically submit a business plan when storing/handling a hazardous material at or above reportable quantities. Violation Notes: Returned to compliance on 09/21/2018.Complete the Business Emergency Plan on the CERS portal website at https://cers.calepa.ca.gov/ Violation Division: Orange County Environmental Health Violation Program: HMRRP Violation Source: CERS Site ID: 434735 Site Name: NEW HEALTH ENTERPRISE,INC. Violation Date: 05-11-2018 Citation: HSC 6.95 25508(a)(1)-California Health and Safety Code, Chapter TC5655027.2s Page 351 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number DINAMATION INTERNATIONAL CORP (Continued) S113051532 6.95,Section(s)25508(a)(1) Violation Description: Failure to complete and electronically submit hazardous material inventory information for all reportable hazardous materials on site at or above reportable quantities. Violation Notes: Returned to compliance on 09/21/2018.Complete the Chemical Inventory forms and Site Map on the CERS portal website at hftps://cers.calepa.ca.gov/ Violation Division: Orange County Environmental Health Violation Program: HMRRP Violation Source: CERS Evaluation: Eval General Type: Compliance Evaluation Inspection Eval Date: 05-11-2018 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous waste inspection.Consent to enter and inspect granted by Jerry Pian.Observed the lab,warehouse,waste storage area,perimeter of facility and trash container.Containers of wastes are covered and labeled.Wastes include methanol/HPLC with water,and nitric acid with water.Complete the emergency response label and post in the facility.Verified the owner as New Health Enterprise Inc. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 09-21-2018 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Violations 1292 and 1169 have been corrected.No outstanding violations. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 05-11-2018 Violations Found: Yes Eval Type: Routine done by local agency Eval Notes: On site for a routine inspection.Consent to enter and inspect granted by Jerry Pian.Observed the following hazardous materials that meet threshold reporting limits:-Liquid Argon-437 pounds(report in gallons or cubic feet only)-Nitrogen compressed gas-2432 cubic feet-Hydrogen compressed gas-522 cubic feet-Propane for forklift -One 7 gallon cylinder(230 cubic feet)Correct the violations by 6/30/18. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 08-28-2018 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: On site to discuss CERS decline status with Nina Young to correct TC5655027.2s Page 352 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number DINAMATION INTERNATIONAL CORP (Continued) S113051532 errors. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Coordinates: Site ID: 434735 Facility Name: NEW HEALTH ENTERPRISE,INC. Env Int Type Code: HWG Program ID: 10757770 Coord Name: Not reported Ref Point Type Desc: Center of a facility or station. Latitude: 33.711060 Longitude: -117.804420 Affiliation: Affiliation Type Desc: CUPA District Entity Name: Orange County Env Health Entity Title: Not reported Affiliation Address: 1241 East Dyer RoadSuite 120 Affiliation City: Santa Ana Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92705-5611 Affiliation Phone: (714)433-6000 Affiliation Type Desc: Facility Mailing Address Entity Name: Mailing Address Entity Title: Not reported Affiliation Address: 14791 Myford Rd Affiliation City: Tustin Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92780 Affiliation Phone: Not reported Affiliation Type Desc: Operator Entity Name: ELAINE WU Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: (714)731-7258 Affiliation Type Desc: Legal Owner Entity Name: New Health Enterprise, Inc. Entity Title: Not reported Affiliation Address: 14791 Myford Rd Affiliation City: Tustin Affiliation State: CA Affiliation Country: United States Affiliation Zip: 92780 Affiliation Phone: (714)731-7258 TC5655027.2s Page 353 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number DINAMATION INTERNATIONAL CORP (Continued) S113051532 Affiliation Type Desc: Document Preparer Entity Name: Nina Yang Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Environmental Contact Entity Name: Nina Yang Entity Title: Not reported Affiliation Address: 14791 Myford Rd Affiliation City: Tustin Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92780 Affiliation Phone: Not reported Affiliation Type Desc: Identification Signer Entity Name: Nina Yang Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Parent Corporation Entity Name: NEW HEALTH ENTERPRISE INC Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported HAZN ET: Site Name: DINAMATION INTERNATIONAL CORP Year: 2011 GEPAID: CAL000077741 Contact: INACTIVATE MOVED OUT 6/93 Telephone: 7147539630 Mailing Name: Not reported Mailing Address: 14791 MYFORD RD Mailing City,St,Zip: TUSTIN,CA 926800000 Gen County: Not reported TSD EPA ID: CAD980887418 TSD County: Not reported Waste Category: Hydrocarbon solvents(benzene,hexane,Stoddard,Etc.) Disposal Method: Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery (H010-H129)Or(H131-H135) Tons: 0.22935 TC5655027.2s Page 354 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number DINAMATION INTERNATIONAL CORP (Continued) S113051532 Cat Decode: Not reported Method Decode: Not reported Facility County: Orange CERS TANKS: Site ID: 434735 CERS ID: 10757770 Site Name: NEW HEALTH ENTERPRISE,INC. CERS Description: Chemical Storage Facilities Violations: Site ID: 434735 Site Name: NEW HEALTH ENTERPRISE,INC. Violation Date: 05-11-2018 Citation: HSC 6.95 25508(a)(1)-California Health and Safety Code, Chapter 6.95,Section(s)25508(a)(1) Violation Description: Failure to complete and electronically submit a business plan when storing/handling a hazardous material at or above reportable quantities. Violation Notes: Returned to compliance on 09/21/2018.Complete the Business Emergency Plan on the CERS portal website at https://cers.calepa.ca.gov/ Violation Division: Orange County Environmental Health Violation Program: HMRRP Violation Source: CERS Site ID: 434735 Site Name: NEW HEALTH ENTERPRISE,INC. Violation Date: 05-11-2018 Citation: HSC 6.95 25508(a)(1)-California Health and Safety Code, Chapter 6.95,Section(s)25508(a)(1) Violation Description: Failure to complete and electronically submit hazardous material inventory information for all reportable hazardous materials on site at or above reportable quantities. Violation Notes: Returned to compliance on 09/21/2018.Complete the Chemical Inventory forms and Site Map on the CERS portal website at hftps://cers.calepa.ca.gov/ Violation Division: Orange County Environmental Health Violation Program: HMRRP Violation Source: CERS Evaluation: Eval General Type: Compliance Evaluation Inspection Eval Date: 05-11-2018 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous waste inspection.Consent to enter and inspect granted by Jerry Pian.Observed the lab,warehouse,waste storage area,perimeter of facility and trash container.Containers of wastes are covered and labeled.Wastes include methanol/HPLC with water,and nitric acid with water.Complete the emergency response label and post in the facility.Verified the owner as New Health Enterprise Inc. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Other/Unknown TC5655027.2s Page 355 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number DINAMATION INTERNATIONAL CORP (Continued) S113051532 Eval Date: 09-21-2018 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Violations 1292 and 1169 have been corrected.No outstanding violations. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 05-11-2018 Violations Found: Yes Eval Type: Routine done by local agency Eval Notes: On site for a routine inspection.Consent to enter and inspect granted by Jerry Pian.Observed the following hazardous materials that meet threshold reporting limits:-Liquid Argon-437 pounds(report in gallons or cubic feet only)-Nitrogen compressed gas-2432 cubic feet-Hydrogen compressed gas-522 cubic feet-Propane for forklift -One 7 gallon cylinder(230 cubic feet)Correct the violations by 6/30/18. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 08-28-2018 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: On site to discuss CERS decline status with Nina Young to correct errors. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Coordinates: Site ID: 434735 Facility Name: NEW HEALTH ENTERPRISE,INC. Env Int Type Code: HWG Program ID: 10757770 Coord Name: Not reported Ref Point Type Desc: Center of a facility or station. Latitude: 33.711060 Longitude: -117.804420 Affiliation: Affiliation Type Desc: CUPA District Entity Name: Orange County Env Health Entity Title: Not reported Affiliation Address: 1241 East Dyer RoadSuite 120 Affiliation City: Santa Ana Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92705-5611 Affiliation Phone: (714)433-6000 Affiliation Type Desc: Facility Mailing Address TC5655027.2s Page 356 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number DINAMATION INTERNATIONAL CORP (Continued) S113051532 Entity Name: Mailing Address Entity Title: Not reported Affiliation Address: 14791 Myford Rd Affiliation City: Tustin Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92780 Affiliation Phone: Not reported Affiliation Type Desc: Operator Entity Name: ELAINE WU Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: (714)731-7258 Affiliation Type Desc: Legal Owner Entity Name: New Health Enterprise, Inc. Entity Title: Not reported Affiliation Address: 14791 Myford Rd Affiliation City: Tustin Affiliation State: CA Affiliation Country: United States Affiliation Zip: 92780 Affiliation Phone: (714)731-7258 Affiliation Type Desc: Document Preparer Entity Name: Nina Yang Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Environmental Contact Entity Name: Nina Yang Entity Title: Not reported Affiliation Address: 14791 Myford Rd Affiliation City: Tustin Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92780 Affiliation Phone: Not reported Affiliation Type Desc: Identification Signer Entity Name: Nina Yang Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported TC5655027.2s Page 357 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number DINAMATION INTERNATIONAL CORP (Continued) S113051532 Affiliation Phone: Not reported Affiliation Type Desc: Parent Corporation Entity Name: NEW HEALTH ENTERPRISE INC Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported R75 SCHICK MOVING AND STORAGE LUST 0002096314 NE 2721 MICHELLE CERS HAZ WASTE N/A 1/4-1/2 TUSTIN,CA 92780 CERS TANKS 0.315 mi. CA FID UST 1661 ft. Site 1 of 2 in cluster R NPDES Relative: CIWQS Higher CERS Actual: LUST: 74 ft. Lead Agency: ORANGE COUNTY LOP Case Type: LUST Cleanup Site Geo Track: hftp://geotracker.waterboards.ca.gov/profile_report.asp?global_id=T0605902032 Global Id: T0605902032 Latitude: 33.7208059 Longitude: -117.8008046 Status: Completed-Case Closed Status Date: 05/21/2007 Case Worker: SR RB Case Number: 083002968T Local Agency: ORANGE COUNTY LOP File Location: Local Agency Warehouse Local Case Number: 96UT049 Potential Media Affect: Other Groundwater(uses other than drinking water) Potential Contaminants of Concern: Gasoline Site History: Not reported LUST: Global Id: T0605902032 Contact Type: Regional Board Caseworker Contact Name: MIGUEL OVIEDO Organization Name: SANTA ANA RWQCB(REGION 8) Address: 3737 Main Street,Suite 500 City: RIVERSIDE Email: miguel.oviedo@waterboards.ca.gov Phone Number: 9517823238 Global Id: T0605902032 Contact Type: Local Agency Caseworker Contact Name: SITYAMALA RAJAGOPAL Organization Name: ORANGE COUNTY LOP Address: 1241 E.DYER ROAD SUITE 120 City: SANTA ANA Email: srajagopal@ochca.com Phone Number: 7144336262 TC5655027.2s Page 358 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SCHICK MOVING AND STORAGE (Continued) 0002096314 LUST: Global Id: T0605902032 Action Type: Other Date: 12/12/1996 Action: Leak Reported Global Id: T0605902032 Action Type: ENFORCEMENT Date: 08/07/2006 Action: LOP Case Closure Summary to RB Global Id: T0605902032 Action Type: RESPONSE Date: 06/10/2005 Action: Soil and Water Investigation Workplan Global Id: T0605902032 Action Type: RESPONSE Date: 10/17/2005 Action: Other Workplan Global Id: T0605902032 Action Type: RESPONSE Date: 02/15/2006 Action: Soil and Water Investigation Report Global Id: T0605902032 Action Type: REMEDIATION Date: 01/17/1997 Action: Excavation Global Id: T0605902032 Action Type: ENFORCEMENT Date: 01/04/2006 Action: Staff Letter Global Id: T0605902032 Action Type: Other Date: 12/12/1996 Action: Leak Discovery Global Id: T0605902032 Action Type: ENFORCEMENT Date: 09/14/2005 Action: Staff Letter Global Id: T0605902032 Action Type: ENFORCEMENT Date: 05/21/2007 Action: Closure/No Further Action Letter Global Id: T0605902032 Action Type: ENFORCEMENT Date: 09/22/2006 Action: Staff Letter Global Id: T0605902032 TC5655027.2s Page 359 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SCHICK MOVING AND STORAGE (Continued) 0002096314 Action Type: ENFORCEMENT Date: 10/20/2005 Action: Staff Letter Global Id: T0605902032 Action Type: ENFORCEMENT Date: 05/05/2005 Action: Staff Letter Global Id: T0605902032 Action Type: ENFORCEMENT Date: 08/25/2004 Action: Staff Letter Global Id: T0605902032 Action Type: ENFORCEMENT Date: 08/12/2005 Action: "Referral to Regional Board or Another State Agency Global Id: T0605902032 Action Type: ENFORCEMENT Date: 04/06/2006 Action: Staff Letter Global Id: T0605902032 Action Type: ENFORCEMENT Date: 08/25/2006 Action: Staff Letter LUST: Global Id: T0605902032 Status: Completed-Case Closed Status Date: 05/21/2007 Global Id: T0605902032 Status: Open-Case Begin Date Status Date: 12/12/1996 Global Id: T0605902032 Status: Open-Site Assessment Status Date: 10/30/2001 ORANGE CO.LUST: Region: ORANGE Facility Id: 96UT049 Released Substance: Gasoline-Automotive(motor gasoline and additives),leaded&unleaded Date Closed: 05/21/2007 Record ID: RO0002223 CERS HAZ WASTE: Site ID: 401639 CERS ID: 10465447 CERS Description: Hazardous Waste Generator Evaluation: TC5655027.2s Page 360 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SCHICK MOVING AND STORAGE (Continued) 0002096314 Eval General Type: Other/Unknown Eval Date: 05-02-2017 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed and accepted HMBEP submittal. Facility has disclosed 7 chemicals(1 waste). Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 09-17-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Monitor cert notification Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 09-29-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Site compliance status review. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 10-27-2014 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Review for inspection. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 10-30-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Review and approve CERS.Discuss details of site with supervisor. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 10-31-2014 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous materials inspection.Consent to enter and inspect granted by Chuck Cliff.Observed the shop,hazardous materials storage areas,and perimeter of facility. Hazardous materials on site appear to match with the information submitted on the CERS Portal.The following materials were observed:1)Two compressed gas cylinders of Acetylene totaling 142 cubic feet in shop 2)Two compressed gas cylinders of Oxygen totaling 473 cubic feet in TC5655027.2s Page 361 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SCHICK MOVING AND STORAGE (Continued) 0002096314 shop 3)55 gallon drum for waste antifreeze in shop 4)499 cubic feet tank of Propane outside 5)10,000 gallon underground tank of diesel fuel 6)10,000 gallon underground tank of unleaded fuel 7)500 gallon underground tank of new motor oil 8)500 gallon underground tank of used oil A copy of the Business Emergency Plan is on site."Complete annual hazardous materials employee training and submit a copy of the signature sheet to this agency for review. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 10-31-2014 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous waste inspection.Consent to enter and inspect granted by Chuck Cliff.Observed the shop area,waste storage areas,perimeter of facility and trash container.Drums of wastes are covered and labeled.Wastes include oil,coolant,oil filters,parts washer,absorbents,and coolant filters.Manifests for waste disposal are available for review.Emergency response information is posted in the facility.Verified the owner as Arthur C.Schick Jr. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 11-02-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: This agency received and reviewed the monitor certification and spill bucket tests dated 10/28/16.The results indicate all components passed. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 11-07-2017 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Review CERS submittal and Accept. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 11-12-2013 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: This agency received and reviewed the monitor certification and spill bucket tests dated 11/1/13.The results indicate all components passed. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS TC5655027.2s Page 362 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SCHICK MOVING AND STORAGE (Continued) 0002096314 Eval General Type: Other/Unknown Eval Date: 11-30-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed UST electronic submittal.Package was declined and an email sent to the facility contact.The following corrections are still needed:Leak Response Plan?please complete Section V.Monitoring Indicators DO=personnel from Orange County Tank Testing CFR coverage =10/17/16?10/17/17 Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 12-21-2018 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: This agency received and reviewed the overfill prevention equipment inspection dated 10/26/18.The results indicate all components passed. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 01-24-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed HMBEP submission package on CERS,DENIED. Request for re-submittal this date.The following corrections are needed:CHEMICAL INVENTORY The Acetylene is below the minimum threshold reporting quantity of 200 cubic feet and should be removed from your disclosure. All CAS numbers must include dashes.Please modify all CAS numbers. In addition to correcting the CAS numbers,please also make the following changes to your submittal:Ethylene=change Hazardous Material Type to Mixture and complete the Mixture Components chart?move the CAS number to the chart;add Ambient to Storage Pressure and Storage Temperature.Motor Oil New?move the CAS number to the Mixture Components Chart(CAS numbers are only for pure substances);also check the box for Acute Health under Federal Hazard Categories; complete the Mixture Components Chart as follows:Hazardous Component =Various Petroleum Oils,add CAS#;WT=95.Motor Oil Waste? Hazardous Material Type=Waste;[Truncated] Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 03-19-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: File purge Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 09-06-2013 TC5655027.2s Page 363 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SCHICK MOVING AND STORAGE (Continued) 0002096314 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Per phone conversation with Schick the mailing address is PO BOX 3627 Tustin CA 92780.Change made in EC. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 10-21-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed UST forms on CERS.Package was declined and an email sent to the facility contact.The following corrections are needed:Your packet is missing required forms?the leak response plan and designated operator forms are missing from your submittal.Please submit a complete package.The Certification of Financial Assurance and CFO Letter are accepted. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 01-24-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed UST submission package on CERS,DENIED. Request for re-submittal this date.The Certificate of Financial Responsibility and CFO letter are outdated.Provide updated forms.Tank 0014?Diesel and Tank 0015?Unleaded Fuel Tank Page-change Riser Pipe Secondary Containment to Fiberglass?piping is contained in a sump;under Corrosion Protection?add Isolation Monitoring Plan?Tank Leak sensor Model=420 not 208;pipe monitoring section?Leak Sensor Manufacturer=VeederRoot(delete Rowan)and Model is 208(delete LS3);Leak Alarm Triggers Automatic Shutdown=Yes; Failure/Disconnect Triggers Shutdown=Yes;Mechanical Line Leak Detector=Yes;remove comments under Other Pipeline Monitoring as these pertain to your oil tanks;compete the UDC Monitoring section?fuel tanks do have dispensers;Training?Personnel with UST Monitoring Responsibilities are Familiar with Training Documents=YES(the DO may service your tanks however,personnel on site that[Truncated] Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 09-13-2013 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: This agency received and reviewed the certification of financial responsibility form and CFO letter dated 9/10/13 for the underground storage tanks at this site. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown TC5655027.2s Page 364 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SCHICK MOVING AND STORAGE (Continued) 0002096314 Eval Date: 05-14-2016 Violations Found: No Eval Type: Other, not routine,done by local agency Eval Notes: 2016 Annual Review:Accepted Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 09-23-2014 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: This agency received the Certification of Financial Responsibility form(CFR)and Chief Financial Officer letter(CFO)dated 9/9/14.This agency can no longer accept written CFR and CFO documents.All documents must be completed electronically on the Portal.This facility previously submitted these documents of the CERS Portal for 2013.These documents must be submitted on the Portal for 2014. Complete the documents on the CERS Portal within 30 days. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 10-09-2013 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Monitor certification notification Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 10-19-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed UST submittal on CERS.Package was declined and an email sent to the facility contact.The following corrections are still needed: The Certificate of Financial Responsibility form that you have provided is expired(coverage period is 9/9/14 to 9/9/2015).Submit an updated form within 30 days.In addition,the form is incomplete.You must select an amount of coverage per occurrence Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 10-27-2017 Violations Found: No Eval Type: Routine done by local agency Eval Notes: Not reported Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 10-28-2016 TC5655027.2s Page 365 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SCHICK MOVING AND STORAGE (Continued) 0002096314 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a monitor certification and routine inspection.This site has 2 double walled fuel tanks(compartment diesel and unleaded)with double walled pressurized piping,2 dispensers,a new oil tank,and a waste oil tank.All fuel tank turbine sump sensors,fill sump sensors, annular sensor,and UDC sensors alarm and shut down turbines.The oil tanks annular sensors and sumps sensors alarm on the Veeder Root.The Veeder Root was tested for sensor-out and fail-safe.The spill buckets were visually tested and passed.The mechanical line leak detectors were tested and passed.Flapper valves are used for overfill prevention.Technician certifications are current.The following documents are available for review:-All UPC forms from CERS- Certificate of Financial Responsibility dated 10/17/16-UST Response Plan-UST Monitoring Plan-UST Plot Plan-DO monthly inspection reports with alarm history-Employee training records are current for 2016-Spill and[Truncated] Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 10-26-2018 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a monitor certification and routine inspection.This site has 2 double walled fuel tanks with double wall pressurized piping and 2 dispensers.This site also has 1 double walled used oil tank and 1 double walled new oil tank with suction piping.All turbine sump sensors,fill sump sensors,annular sensors,and UDC sensors alarm on the Veeder Root.Verified turbine shut down,sensor-out,and fail-safe on the fuel tanks.Mechanical line leak detectors were tested and passed.The fuel tanks use flapper valves for overfill prevention.All technician certifications are current including ICC and Veeder Root. Financial responsibility dated 10/9/18.Secondary containment testing dated 10/27/17. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 10-31-2014 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a monitor certification and routine inspection.This site has 2 double walled fuel tanks(compartment)with double walled pressurized piping and 2 dispensers,1 waste oil tank,and 1 new oil tank.All fuel tank annular,turbine sump,fill sump,and UDC sensors alarm and shut down the turbines.The Veeder Root was tested for fail safe and sensor out.The oil tanks annular and sump sensors were tested for alarm.All tanks use flapper valves for overfill prevention.Spill buckets were tested with the SB989 testing also taking place today.The following documents are available for review: -Certification of financial responsibility and CFO letter dated 9/9/14-UST Response Plan-UST Monitoring Plan-UST Plot Plan- Designated Operator Statement-expiration dated 10/18/16-DO monthly inspections with alarm history-Employee UST training records are TC5655027.2s Page 366 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SCHICK MOVING AND STORAGE (Continued) 0002096314 current-Spill and alarm logs-Monitor certification dated 11/1/13- SB989 testing dated 11/1/11,[Truncated] Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 10-31-2017 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: This agency received and reviewed the monitor certification dated 10/27/17.The results indicate all components passed. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 11-01-2013 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a monitor certification and routine inspection.This site has 1 unleaded tank and 1 diesel tank in a compartment, 1 waste oil tank,and 1 new oil tank.All turbine sump,fill sump,annular,and UDC sensors alarm and shut down turbines on the fuel tanks.All annular and sump sensors on the oil tanks activate alarms.The Veeder Root was tested for sensor-out and fail-safe.The fuel tanks use flapper valves for overfill prevention.The mechanical line leak detectors were tested and passed.The spill buckets were visually tested and passed.The following documents are current and available for review:-CUPA forms-Certification of financial responsibility and CFO letter dated 9/10/13-UST response plan-UST monitoring plan -Owner statements of designated UST operator(DO)-expiration dated 10/26/14-DO monthly inspections with alarm history-Employee training records-Spill and alarm logs-Monitor certification dated 11/2/12-SB989 tests[Truncated] Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 11-07-2017 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Review corrections in CERS and Accept submittal. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 11-12-2013 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Update waste stream and site info. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS TC5655027.2s Page 367 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SCHICK MOVING AND STORAGE (Continued) 0002096314 Eval General Type: Other/Unknown Eval Date: 12-09-2014 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Post inspection follow-up with operator regarding portal docs. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 12-12-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Corrections made to HMBEP.Accepted. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 12-26-2018 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: This agency received and reviewed the monitor certification and spill bucket tests dated 10/26/18.The results indicate all components passed. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 09-21-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Monitor cert notification Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 10-02-2014 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Monitor cert notification Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 10-14-2014 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: SB 989 test notification Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown TC5655027.2s Page 368 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SCHICK MOVING AND STORAGE (Continued) 0002096314 Eval Date: 10-17-2015 Violations Found: No Eval Type: Other, not routine,done by local agency Eval Notes: CERS review Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 10-27-2017 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a monitor certification and routine inspection.This site has 2 double walled fuel tanks with double wall pressurized piping and 2 dispensers.This site also has 1 double walled used oil tank and 1 double walled new oil tank with suction piping.All turbine sump sensors,fill sump sensors,annular sensors,and UDC sensors alarm on the Veeder Root.Verified turbine shut down,sensor-out,and fail-safe on the fuel tanks.Mechanical line leak detectors were tested and passed.Spill buckets were tested during the secondary containment testing completed today.The fuel tanks use flapper valves for overfill prevention.All technician certifications are current. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 10-27-2017 Violations Found: No Eval Type: Routine done by local agency Eval Notes: The following materials were observed and have been reported in CERS: 55 gallons waste antifreeze 10,000 gallons diesel fuel 10,000 gallons unleaded fuel 500 gallons new motor oil 500 gallons used oil 473 cubic feet oxygen 499 gallons propane Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 10-30-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: CERS review Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 11-01-2013 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous waste inspection.Consent to enter and inspect granted by Chuck Cliff.Observed the shop area,waste storage area,perimeter of facility and trash container.Drums of wastes are covered and labeled.Wastes include oil,oil filters,coolant, clarifier,and parts washer.Manifests for waste disposal are available for review.Complete the emergency response label and post TC5655027.2s Page 369 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SCHICK MOVING AND STORAGE (Continued) 0002096314 in the facility.Verified the owner as Arthur C.Schick Jr. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 11-05-2014 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: This agency received and reviewed the monitor certification,SB989 test,and spill bucket test dated 10/31/14.The results indicate all components passed. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 11-20-2017 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: UPDATED FACILITY NAME AND OWNER NAME Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 11-29-2018 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: This agency received and reviewed the annual monitor certification and leak detector test results dated 10/26/18.The results indicate all components passed. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 10-30-2015 Violations Found: No Eval Type: Routine done by local agency Eval Notes: Not reported Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 11-03-2017 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Review CERS submittal. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 11-17-2014 Violations Found: No TC5655027.2s Page 370 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SCHICK MOVING AND STORAGE (Continued) 0002096314 Eval Type: Other,not routine,done by local agency Eval Notes: This agency received and reviewed the SB989 test results for the underground storage tanks at this site dated 10/31/14.The results indicate all components passed. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 12-01-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: CERS review. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Coordinates: Site ID: 401639 Facility Name: Schick Moving&Storage Inc. Env Int Type Code: HMBP Program ID: 10465447 Coord Name: Not reported Ref Point Type Desc: Center of a facility or station. Latitude: 33.721280 Longitude: -117.799910 Affiliation: Affiliation Type Desc: Facility Mailing Address Entity Name: Mailing Address Entity Title: Not reported Affiliation Address: PO BOX 3627 Affiliation City: Tusitn Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92781-3627 Affiliation Phone: Not reported Affiliation Type Desc: CUPA District Entity Name: Orange County Env Health Entity Title: Not reported Affiliation Address: 1241 East Dyer RoadSuite 120 Affiliation City: Santa Ana Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92705-5611 Affiliation Phone: (714)433-6000 Affiliation Type Desc: Identification Signer Entity Name: David Peterson Entity Title: Dispatcher Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported TC5655027.2s Page 371 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SCHICK MOVING AND STORAGE (Continued) 0002096314 Affiliation Phone: Not reported Affiliation Type Desc: Legal Owner Entity Name: SFP TUSTIN LP Entity Title: Not reported Affiliation Address: PO BOX 3627 Affiliation City: Tustin Affiliation State: CA Affiliation Country: United States Affiliation Zip: 92781-3627 Affiliation Phone: (714)731-5500 Affiliation Type Desc: UST Tank Owner Entity Name: SFP TUSTIN LP Entity Title: Not reported Affiliation Address: PO BOX 3627 Affiliation City: Tustin Affiliation State: Ca Affiliation Country: United States Affiliation Zip: 92780 Affiliation Phone: (714)731-5500 Affiliation Type Desc: Document Preparer Entity Name: David Peterson Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Parent Corporation Entity Name: Schick Moving&Storage Inc. Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: UST Permit Applicant Entity Name: David Peterson Entity Title: Dispatcher Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: (714)731-5500 Affiliation Type Desc: UST Tank Operator Entity Name: Schick Moving&Storage Entity Title: Not reported Affiliation Address: 2721 Michelle Drive Affiliation City: Tustin TC5655027.2s Page 372 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SCHICK MOVING AND STORAGE (Continued) 0002096314 Affiliation State: Ca Affiliation Country: United States Affiliation Zip: 92780 Affiliation Phone: (714)731-5500 Affiliation Type Desc: Environmental Contact Entity Name: David Peterson Entity Title: Not reported Affiliation Address: PO BOX 3627 Affiliation City: Tusitn Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92781-3627 Affiliation Phone: Not reported Affiliation Type Desc: Operator Entity Name: Schick Moving&Storage Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: (714)731-5500 Affiliation Type Desc: UST Property Owner Name Entity Name: SFP TUSTIN LP Entity Title: Not reported Affiliation Address: PO BOX 3627 Affiliation City: Tustin Affiliation State: Ca Affiliation Country: United States Affiliation Zip: 92780 Affiliation Phone: (714)731-5500 CERS TANKS: Facility Name: SCHICK MOVING&STORAGE INC. Site ID: 401639 CERS ID: 10465447 CERS Description: Underground Storage Tank Evaluation: Eval General Type: Other/Unknown Eval Date: 05-02-2017 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed and accepted HMBEP submittal. Facility has disclosed 7 chemicals(1 waste). Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 09-17-2015 Violations Found: No Eval Type: Other,not routine,done by local agency TC5655027.2s Page 373 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SCHICK MOVING AND STORAGE (Continued) 0002096314 Eval Notes: Monitor cert notification Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 09-29-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Site compliance status review. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 10-27-2014 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Review for inspection. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 10-30-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Review and approve CERS.Discuss details of site with supervisor. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 10-31-2014 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous materials inspection.Consent to enter and inspect granted by Chuck Cliff.Observed the shop,hazardous materials storage areas,and perimeter of facility. Hazardous materials on site appear to match with the information submitted on the CERS Portal.The following materials were observed:1)Two compressed gas cylinders of Acetylene totaling 142 cubic feet in shop 2)Two compressed gas cylinders of Oxygen totaling 473 cubic feet in shop 3)55 gallon drum for waste antifreeze in shop 4)499 cubic feet tank of Propane outside 5)10,000 gallon underground tank of diesel fuel 6)10,000 gallon underground tank of unleaded fuel 7)500 gallon underground tank of new motor oil 8)500 gallon underground tank of used oil A copy of the Business Emergency Plan is on site."Complete annual hazardous materials employee training and submit a copy of the signature sheet to this agency for review. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 10-31-2014 Violations Found: No TC5655027.2s Page 374 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SCHICK MOVING AND STORAGE (Continued) 0002096314 Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous waste inspection.Consent to enter and inspect granted by Chuck Cliff.Observed the shop area,waste storage areas,perimeter of facility and trash container.Drums of wastes are covered and labeled.Wastes include oil,coolant,oil filters,parts washer,absorbents,and coolant filters.Manifests for waste disposal are available for review.Emergency response information is posted in the facility.Verified the owner as Arthur C.Schick Jr. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 11-02-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: This agency received and reviewed the monitor certification and spill bucket tests dated 10/28/16.The results indicate all components passed. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 11-07-2017 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Review CERS submittal and Accept. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 11-12-2013 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: This agency received and reviewed the monitor certification and spill bucket tests dated 11/1/13.The results indicate all components passed. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 11-30-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed UST electronic submittal.Package was declined and an email sent to the facility contact.The following corrections are still needed:Leak Response Plan?please complete Section V.Monitoring Indicators DO=personnel from Orange County Tank Testing CFR coverage =10/17/16?10/17/17 Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown TC5655027.2s Page 375 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SCHICK MOVING AND STORAGE (Continued) 0002096314 Eval Date: 12-21-2018 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: This agency received and reviewed the overfill prevention equipment inspection dated 10/26/18.The results indicate all components passed. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 01-24-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed HMBEP submission package on CERS,DENIED. Request for re-submittal this date.The following corrections are needed:CHEMICAL INVENTORY The Acetylene is below the minimum threshold reporting quantity of 200 cubic feet and should be removed from your disclosure. All CAS numbers must include dashes.Please modify all CAS numbers. In addition to correcting the CAS numbers,please also make the following changes to your submittal:Ethylene=change Hazardous Material Type to Mixture and complete the Mixture Components chart?move the CAS number to the chart;add Ambient to Storage Pressure and Storage Temperature.Motor Oil New?move the CAS number to the Mixture Components Chart(CAS numbers are only for pure substances);also check the box for Acute Health under Federal Hazard Categories; complete the Mixture Components Chart as follows:Hazardous Component =Various Petroleum Oils,add CAS#;WT=95.Motor Oil Waste? Hazardous Material Type=Waste;[Truncated] Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 03-19-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: File purge Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 09-06-2013 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Per phone conversation with Schick the mailing address is PO BOX 3627 Tustin CA 92780.Change made in EC. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 10-21-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed UST forms on CERS.Package was declined and an email sent to the facility contact.The following corrections are needed:Your TC5655027.2s Page 376 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SCHICK MOVING AND STORAGE (Continued) 0002096314 packet is missing required forms?the leak response plan and designated operator forms are missing from your submittal.Please submit a complete package.The Certification of Financial Assurance and CFO Letter are accepted. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 01-24-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed UST submission package on CERS,DENIED. Request for re-submittal this date.The Certificate of Financial Responsibility and CFO letter are outdated.Provide updated forms.Tank 0014?Diesel and Tank 0015?Unleaded Fuel Tank Page-change Riser Pipe Secondary Containment to Fiberglass?piping is contained in a sump;under Corrosion Protection?add Isolation Monitoring Plan?Tank Leak sensor Model=420 not 208;pipe monitoring section?Leak Sensor Manufacturer=VeederRoot(delete Rowan)and Model is 208(delete LS3);Leak Alarm Triggers Automatic Shutdown=Yes; Failure/Disconnect Triggers Shutdown=Yes;Mechanical Line Leak Detector=Yes;remove comments under Other Pipeline Monitoring as these pertain to your oil tanks;compete the UDC Monitoring section?fuel tanks do have dispensers;Training?Personnel with UST Monitoring Responsibilities are Familiar with Training Documents=YES(the DO may service your tanks however,personnel on site that[Truncated] Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 09-13-2013 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: This agency received and reviewed the certification of financial responsibility form and CFO letter dated 9/10/13 for the underground storage tanks at this site. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 05-14-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: 2016 Annual Review:Accepted Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 09-23-2014 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: This agency received the Certification of Financial Responsibility form(CFR)and Chief Financial Officer letter(CFO)dated 9/9/14.This TC5655027.2s Page 377 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SCHICK MOVING AND STORAGE (Continued) 0002096314 agency can no longer accept written CFR and CFO documents.All documents must be completed electronically on the Portal.This facility previously submitted these documents of the CERS Portal for 2013.These documents must be submitted on the Portal for 2014. Complete the documents on the CERS Portal within 30 days. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 10-09-2013 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Monitor certification notification Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 10-19-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed UST submittal on CERS.Package was declined and an email sent to the facility contact.The following corrections are still needed: The Certificate of Financial Responsibility form that you have provided is expired(coverage period is 9/9/14 to 9/9/2015).Submit an updated form within 30 days.In addition,the form is incomplete.You must select an amount of coverage per occurrence Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 10-27-2017 Violations Found: No Eval Type: Routine done by local agency Eval Notes: Not reported Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 10-28-2016 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a monitor certification and routine inspection.This site has 2 double walled fuel tanks(compartment diesel and unleaded)with double walled pressurized piping,2 dispensers,a new oil tank,and a waste oil tank.All fuel tank turbine sump sensors,fill sump sensors, annular sensor,and UDC sensors alarm and shut down turbines.The oil tanks annular sensors and sumps sensors alarm on the Veeder Root.The Veeder Root was tested for sensor-out and fail-safe.The spill buckets were visually tested and passed.The mechanical line leak detectors were tested and passed.Flapper valves are used for overfill prevention.Technician certifications are current.The following documents are available for review:-All UPC forms from CERS- Certificate of Financial Responsibility dated 10/17/16-UST Response TC5655027.2s Page 378 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SCHICK MOVING AND STORAGE (Continued) 0002096314 Plan-UST Monitoring Plan-UST Plot Plan-DO monthly inspection reports with alarm history-Employee training records are current for 2016-Spill and[Truncated] Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 10-26-2018 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a monitor certification and routine inspection.This site has 2 double walled fuel tanks with double wall pressurized piping and 2 dispensers.This site also has 1 double walled used oil tank and 1 double walled new oil tank with suction piping.All turbine sump sensors,fill sump sensors,annular sensors,and UDC sensors alarm on the Veeder Root.Verified turbine shut down,sensor-out,and fail-safe on the fuel tanks.Mechanical line leak detectors were tested and passed.The fuel tanks use flapper valves for overfill prevention.All technician certifications are current including ICC and Veeder Root. Financial responsibility dated 10/9/18.Secondary containment testing dated 10/27/17. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 10-31-2014 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a monitor certification and routine inspection.This site has 2 double walled fuel tanks(compartment)with double walled pressurized piping and 2 dispensers,1 waste oil tank,and 1 new oil tank.All fuel tank annular,turbine sump,fill sump,and UDC sensors alarm and shut down the turbines.The Veeder Root was tested for fail safe and sensor out.The oil tanks annular and sump sensors were tested for alarm.All tanks use flapper valves for overfill prevention.Spill buckets were tested with the SB989 testing also taking place today.The following documents are available for review: -Certification of financial responsibility and CFO letter dated 9/9/14-UST Response Plan-UST Monitoring Plan-UST Plot Plan- Designated Operator Statement-expiration dated 10/18/16-DO monthly inspections with alarm history-Employee UST training records are current-Spill and alarm logs-Monitor certification dated 11/1/13- SB989 testing dated 11/1/11,[Truncated] Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 10-31-2017 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: This agency received and reviewed the monitor certification dated 10/27/17.The results indicate all components passed. Eval Division: Orange County Environmental Health Eval Program: UST TC5655027.2s Page 379 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SCHICK MOVING AND STORAGE (Continued) 0002096314 Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 11-01-2013 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a monitor certification and routine inspection.This site has 1 unleaded tank and 1 diesel tank in a compartment, 1 waste oil tank,and 1 new oil tank.All turbine sump,fill sump,annular,and UDC sensors alarm and shut down turbines on the fuel tanks.All annular and sump sensors on the oil tanks activate alarms.The Veeder Root was tested for sensor-out and fail-safe.The fuel tanks use flapper valves for overfill prevention.The mechanical line leak detectors were tested and passed.The spill buckets were visually tested and passed.The following documents are current and available for review:-CUPA forms-Certification of financial responsibility and CFO letter dated 9/10/13-UST response plan-UST monitoring plan -Owner statements of designated UST operator(DO)-expiration dated 10/26/14-DO monthly inspections with alarm history-Employee training records-Spill and alarm logs-Monitor certification dated 11/2/12-SB989 tests[Truncated] Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 11-07-2017 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Review corrections in CERS and Accept submittal. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 11-12-2013 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Update waste stream and site info. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 12-09-2014 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Post inspection follow-up with operator regarding portal docs. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 12-12-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Corrections made to HMBEP.Accepted. TC5655027.2s Page 380 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SCHICK MOVING AND STORAGE (Continued) 0002096314 Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 12-26-2018 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: This agency received and reviewed the monitor certification and spill bucket tests dated 10/26/18.The results indicate all components passed. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 09-21-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Monitor cert notification Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 10-02-2014 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Monitor cert notification Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 10-14-2014 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: SB 989 test notification Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 10-17-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: CERS review Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 10-27-2017 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a monitor certification and routine inspection.This site has 2 double walled fuel tanks with double wall pressurized piping and TC5655027.2s Page 381 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SCHICK MOVING AND STORAGE (Continued) 0002096314 2 dispensers.This site also has 1 double walled used oil tank and 1 double walled new oil tank with suction piping.All turbine sump sensors,fill sump sensors,annular sensors,and UDC sensors alarm on the Veeder Root.Verified turbine shut down,sensor-out,and fail-safe on the fuel tanks.Mechanical line leak detectors were tested and passed.Spill buckets were tested during the secondary containment testing completed today.The fuel tanks use flapper valves for overfill prevention.All technician certifications are current. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 10-27-2017 Violations Found: No Eval Type: Routine done by local agency Eval Notes: The following materials were observed and have been reported in CERS: 55 gallons waste antifreeze 10,000 gallons diesel fuel 10,000 gallons unleaded fuel 500 gallons new motor oil 500 gallons used oil 473 cubic feet oxygen 499 gallons propane Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 10-30-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: CERS review Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 11-01-2013 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous waste inspection.Consent to enter and inspect granted by Chuck Cliff.Observed the shop area,waste storage area,perimeter of facility and trash container.Drums of wastes are covered and labeled.Wastes include oil,oil filters,coolant, clarifier,and parts washer.Manifests for waste disposal are available for review.Complete the emergency response label and post in the facility.Verified the owner as Arthur C.Schick Jr. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 11-05-2014 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: This agency received and reviewed the monitor certification,SB989 test,and spill bucket test dated 10/31/14.The results indicate all components passed. Eval Division: Orange County Environmental Health Eval Program: UST TC5655027.2s Page 382 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SCHICK MOVING AND STORAGE (Continued) 0002096314 Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 11-20-2017 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: UPDATED FACILITY NAME AND OWNER NAME Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 11-29-2018 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: This agency received and reviewed the annual monitor certification and leak detector test results dated 10/26/18.The results indicate all components passed. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 10-30-2015 Violations Found: No Eval Type: Routine done by local agency Eval Notes: Not reported Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 11-03-2017 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Review CERS submittal. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 11-17-2014 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: This agency received and reviewed the SB989 test results for the underground storage tanks at this site dated 10/31/14.The results indicate all components passed. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 12-01-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: CERS review. Eval Division: Orange County Environmental Health TC5655027.2s Page 383 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SCHICK MOVING AND STORAGE (Continued) 0002096314 Eval Program: UST Eval Source: CERS Coordinates: Site ID: 401639 Facility Name: Schick Moving&Storage Inc. Env Int Type Code: HMBP Program ID: 10465447 Coord Name: Not reported Ref Point Type Desc: Center of a facility or station. Latitude: 33.721280 Longitude: -117.799910 Affiliation: Affiliation Type Desc: Facility Mailing Address Entity Name: Mailing Address Entity Title: Not reported Affiliation Address: PO BOX 3627 Affiliation City: Tusitn Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92781-3627 Affiliation Phone: Not reported Affiliation Type Desc: CUPA District Entity Name: Orange County Env Health Entity Title: Not reported Affiliation Address: 1241 East Dyer RoadSuite 120 Affiliation City: Santa Ana Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92705-5611 Affiliation Phone: (714)433-6000 Affiliation Type Desc: Identification Signer Entity Name: David Peterson Entity Title: Dispatcher Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Legal Owner Entity Name: SFP TUSTIN LP Entity Title: Not reported Affiliation Address: PO BOX 3627 Affiliation City: Tustin Affiliation State: CA Affiliation Country: United States Affiliation Zip: 92781-3627 Affiliation Phone: (714)731-5500 Affiliation Type Desc: UST Tank Owner Entity Name: SFP TUSTIN LP TC5655027.2s Page 384 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SCHICK MOVING AND STORAGE (Continued) 0002096314 Entity Title: Not reported Affiliation Address: PO BOX 3627 Affiliation City: Tustin Affiliation State: Ca Affiliation Country: United States Affiliation Zip: 92780 Affiliation Phone: (714)731-5500 Affiliation Type Desc: Document Preparer Entity Name: David Peterson Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Parent Corporation Entity Name: Schick Moving&Storage Inc. Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: UST Permit Applicant Entity Name: David Peterson Entity Title: Dispatcher Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: (714)731-5500 Affiliation Type Desc: UST Tank Operator Entity Name: Schick Moving&Storage Entity Title: Not reported Affiliation Address: 2721 Michelle Drive Affiliation City: Tustin Affiliation State: Ca Affiliation Country: United States Affiliation Zip: 92780 Affiliation Phone: (714)731-5500 Affiliation Type Desc: Environmental Contact Entity Name: David Peterson Entity Title: Not reported Affiliation Address: PO BOX 3627 Affiliation City: Tusitn Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92781-3627 Affiliation Phone: Not reported TC5655027.2s Page 385 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SCHICK MOVING AND STORAGE (Continued) 0002096314 Affiliation Type Desc: Operator Entity Name: Schick Moving&Storage Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: (714)731-5500 Affiliation Type Desc: UST Property Owner Name Entity Name: SFP TUSTIN LP Entity Title: Not reported Affiliation Address: PO BOX 3627 Affiliation City: Tustin Affiliation State: Ca Affiliation Country: United States Affiliation Zip: 92780 Affiliation Phone: (714)731-5500 CA FID UST: Facility ID: 30009436 Regulated By: UTNKA Regulated ID: Not reported Cortese Code: Not reported SIC Code: Not reported Facility Phone: 7147315500 Mail To: Not reported Mailing Address: 2721 MICHELLE DR Mailing Address 2: Not reported Mailing City,St,Zip: TUSTIN 92680 Contact: Not reported Contact Phone: Not reported DUNs Number: Not reported NPDES Number: Not reported EPA ID: Not reported Comments: Not reported Status: Active NPDES: Facility Status: Not reported NPDES Number: Not reported Region: Not reported Agency Number: Not reported Regulatory Measure ID: Not reported Place ID: Not reported Order Number: Not reported WDID: 8301002813 Regulatory Measure Type: Industrial Program Type: Not reported Adoption Date Of Regulatory Measure: Not reported Effective Date Of Regulatory Measure: Not reported Termination Date Of Regulatory Measure: Not reported Expiration Date Of Regulatory Measure: Not reported Discharge Address: Not reported TC5655027.2s Page 386 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SCHICK MOVING AND STORAGE (Continued) 0002096314 Discharge Name: Not reported Discharge City: Not reported Discharge State: Not reported Discharge Zip: Not reported Status: Active Status Date: 04/02/1992 Operator Name: Schick Moving Storage Co Operator Address: 2721 Michelle Dr Operator City: Tustin Operator State: California Operator Zip: 92780 NPDES as of 03/2018: NPDES Number: Not reported Status: Not reported Agency Number: Not reported Region: 8 Regulatory Measure ID: 208315 Order Number: Not reported Regulatory Measure Type: Industrial Place ID: Not reported WDID: 8301002813 Program Type: Not reported Adoption Date Of Regulatory Measure: Not reported Effective Date Of Regulatory Measure: Not reported Expiration Date Of Regulatory Measure: Not reported Termination Date Of Regulatory Measure: Not reported Discharge Name: Not reported Discharge Address: Not reported Discharge City: Not reported Discharge State: Not reported Discharge Zip: Not reported Received Date: 05/09/2008 Processed Date: 04/02/1992 Status: Active Status Date: 04/02/1992 Place Size: 7.25 Place Size Unit: Acres Contact: David Peterson Contact Title: Not reported Contact Phone: 714-731-5500 Contact Phone Ext: Not reported Contact Email: dpeterson@schickusa.com Operator Name: Schick Moving Storage Co Operator Address: 2721 Michelle Dr Operator City: Tustin Operator State: California Operator Zip: 92780 Operator Contact: David Peterson Operator Contact Title: Not reported Operator Contact Phone: 714-731-5500 Operator Contact Phone Ext: Not reported Operator Contact Email: dpeterson@schickusa.com Operator Type: Private Business Developer: Not reported Developer Address: Not reported Developer City: Not reported Developer State: California TC5655027.2s Page 387 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SCHICK MOVING AND STORAGE (Continued) 0002096314 Developer Zip: Not reported Developer Contact: Not reported Developer Contact Title: Not reported Constype Linear Utility Ind: Not reported Emergency Phone: 714-731-5500 Emergency Phone Ext: Not reported Constype Above Ground Ind: Not reported Constype Below Ground Ind: Not reported Constype Cable Line Ind: Not reported Constype Comm Line Ind: Not reported Constype Commertial Ind: Not reported Constype Electrical Line Ind: Not reported Constype Gas Line Ind: Not reported Constype Industrial Ind: Not reported Constype Other Description: Not reported Constype Other Ind: Not reported Constype Recons Ind: Not reported Constype Residential Ind: Not reported Constype Transport Ind: Not reported Constype Utility Description: Not reported Constype Utility Ind: Not reported Constype Water Sewer Ind: Not reported Dir Discharge Uswater Ind: N Receiving Water Name: Santa Ana River Channel Certifier: David Peterson Certifier Title: Operations Manager Certification Date: 13-AUG-15 Primary Sic: 4214-Local Trucking with Storage Secondary Sic: Not reported Tertiary Sic: Not reported NPDES Number: CAS000001 Status: Active Agency Number: 0 Region: 8 Regulatory Measure ID: 208315 Order Number: 97-03-DWQ Regulatory Measure Type: Enrollee Place ID: Not reported WDID: 8301002813 Program Type: Industrial Adoption Date Of Regulatory Measure: Not reported Effective Date Of Regulatory Measure: 04/02/1992 Expiration Date Of Regulatory Measure: Not reported Termination Date Of Regulatory Measure: Not reported Discharge Name: Schick Moving Storage Co Discharge Address: 2721 Michelle Dr Discharge City: Tustin Discharge State: California Discharge Zip: 92780 Received Date: Not reported Processed Date: Not reported Status: Not reported Status Date: Not reported Place Size: Not reported Place Size Unit: Not reported Contact: Not reported TC5655027.2s Page 388 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SCHICK MOVING AND STORAGE (Continued) 0002096314 Contact Title: Not reported Contact Phone: Not reported Contact Phone Ext: Not reported Contact Email: Not reported Operator Name: Not reported Operator Address: Not reported Operator City: Not reported Operator State: Not reported Operator Zip: Not reported Operator Contact: Not reported Operator Contact Title: Not reported Operator Contact Phone: Not reported Operator Contact Phone Ext: Not reported Operator Contact Email: Not reported Operator Type: Not reported Developer: Not reported Developer Address: Not reported Developer City: Not reported Developer State: Not reported Developer Zip: Not reported Developer Contact: Not reported Developer Contact Title: Not reported Constype Linear Utility Ind: Not reported Emergency Phone: Not reported Emergency Phone Ext: Not reported Constype Above Ground Ind: Not reported Constype Below Ground Ind: Not reported Constype Cable Line Ind: Not reported Constype Comm Line Ind: Not reported Constype Commertial Ind: Not reported Constype Electrical Line Ind: Not reported Constype Gas Line Ind: Not reported Constype Industrial Ind: Not reported Constype Other Description: Not reported Constype Other Ind: Not reported Constype Recons Ind: Not reported Constype Residential Ind: Not reported Constype Transport Ind: Not reported Constype Utility Description: Not reported Constype Utility Ind: Not reported Constype Water Sewer Ind: Not reported Dir Discharge Uswater Ind: Not reported Receiving Water Name: Not reported Certifier: Not reported Certifier Title: Not reported Certification Date: Not reported Primary Sic: Not reported Secondary Sic: Not reported Tertiary Sic: Not reported Facility Status: Active NPDES Number: CAS000001 Region: 8 Agency Number: 0 Regulatory Measure ID: 208315 Place ID: Not reported TC5655027.2s Page 389 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SCHICK MOVING AND STORAGE (Continued) 0002096314 Order Number: 97-03-DWQ WDID: 8301002813 Regulatory Measure Type: Enrollee Program Type: Industrial Adoption Date Of Regulatory Measure: Not reported Effective Date Of Regulatory Measure: 04/02/1992 Termination Date Of Regulatory Measure: Not reported Expiration Date Of Regulatory Measure: Not reported Discharge Address: 2721 Michelle Dr Discharge Name: Schick Moving Storage Co Discharge City: Tustin Discharge State: California Discharge Zip: 92780 Status: Not reported Status Date: Not reported Operator Name: Not reported Operator Address: Not reported Operator City: Not reported Operator State: Not reported Operator Zip: Not reported NPDES as of 03/2018: NPDES Number: Not reported Status: Not reported Agency Number: Not reported Region: 8 Regulatory Measure ID: 208315 Order Number: Not reported Regulatory Measure Type: Industrial Place ID: Not reported WDID: 8301002813 Program Type: Not reported Adoption Date Of Regulatory Measure: Not reported Effective Date Of Regulatory Measure: Not reported Expiration Date Of Regulatory Measure: Not reported Termination Date Of Regulatory Measure: Not reported Discharge Name: Not reported Discharge Address: Not reported Discharge City: Not reported Discharge State: Not reported Discharge Zip: Not reported Received Date: 05/09/2008 Processed Date: 04/02/1992 Status: Active Status Date: 04/02/1992 Place Size: 7.25 Place Size Unit: Acres Contact: David Peterson Contact Title: Not reported Contact Phone: 714-731-5500 Contact Phone Ext: Not reported Contact Email: dpeterson@schickusa.com Operator Name: Schick Moving Storage Co Operator Address: 2721 Michelle Dr Operator City: Tustin Operator State: California Operator Zip: 92780 Operator Contact: David Peterson TC5655027.2s Page 390 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SCHICK MOVING AND STORAGE (Continued) 0002096314 Operator Contact Title: Not reported Operator Contact Phone: 714-731-5500 Operator Contact Phone Ext: Not reported Operator Contact Email: dpeterson@schickusa.com Operator Type: Private Business Developer: Not reported Developer Address: Not reported Developer City: Not reported Developer State: California Developer Zip: Not reported Developer Contact: Not reported Developer Contact Title: Not reported Constype Linear Utility Ind: Not reported Emergency Phone: 714-731-5500 Emergency Phone Ext: Not reported Constype Above Ground Ind: Not reported Constype Below Ground Ind: Not reported Constype Cable Line Ind: Not reported Constype Comm Line Ind: Not reported Constype Commertial Ind: Not reported Constype Electrical Line Ind: Not reported Constype Gas Line Ind: Not reported Constype Industrial Ind: Not reported Constype Other Description: Not reported Constype Other Ind: Not reported Constype Recons Ind: Not reported Constype Residential Ind: Not reported Constype Transport Ind: Not reported Constype Utility Description: Not reported Constype Utility Ind: Not reported Constype Water Sewer Ind: Not reported Dir Discharge Uswater Ind: N Receiving Water Name: Santa Ana River Channel Certifier: David Peterson Certifier Title: Operations Manager Certification Date: 13-AUG-15 Primary Sic: 4214-Local Trucking with Storage Secondary Sic: Not reported Tertiary Sic: Not reported NPDES Number: CAS000001 Status: Active Agency Number: 0 Region: 8 Regulatory Measure ID: 208315 Order Number: 97-03-DWQ Regulatory Measure Type: Enrollee Place ID: Not reported WDID: 8301002813 Program Type: Industrial Adoption Date Of Regulatory Measure: Not reported Effective Date Of Regulatory Measure: 04/02/1992 Expiration Date Of Regulatory Measure: Not reported Termination Date Of Regulatory Measure: Not reported Discharge Name: Schick Moving Storage Co Discharge Address: 2721 Michelle Dr Discharge City: Tustin TC5655027.2s Page 391 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SCHICK MOVING AND STORAGE (Continued) 0002096314 Discharge State: California Discharge Zip: 92780 Received Date: Not reported Processed Date: Not reported Status: Not reported Status Date: Not reported Place Size: Not reported Place Size Unit: Not reported Contact: Not reported Contact Title: Not reported Contact Phone: Not reported Contact Phone Ext: Not reported Contact Email: Not reported Operator Name: Not reported Operator Address: Not reported Operator City: Not reported Operator State: Not reported Operator Zip: Not reported Operator Contact: Not reported Operator Contact Title: Not reported Operator Contact Phone: Not reported Operator Contact Phone Ext: Not reported Operator Contact Email: Not reported Operator Type: Not reported Developer: Not reported Developer Address: Not reported Developer City: Not reported Developer State: Not reported Developer Zip: Not reported Developer Contact: Not reported Developer Contact Title: Not reported Constype Linear Utility Ind: Not reported Emergency Phone: Not reported Emergency Phone Ext: Not reported Constype Above Ground Ind: Not reported Constype Below Ground Ind: Not reported Constype Cable Line Ind: Not reported Constype Comm Line Ind: Not reported Constype Commertial Ind: Not reported Constype Electrical Line Ind: Not reported Constype Gas Line Ind: Not reported Constype Industrial Ind: Not reported Constype Other Description: Not reported Constype Other Ind: Not reported Constype Recons Ind: Not reported Constype Residential Ind: Not reported Constype Transport Ind: Not reported Constype Utility Description: Not reported Constype Utility Ind: Not reported Constype Water Sewer Ind: Not reported Dir Discharge Uswater Ind: Not reported Receiving Water Name: Not reported Certifier: Not reported Certifier Title: Not reported Certification Date: Not reported Primary Sic: Not reported Secondary Sic: Not reported TC5655027.2s Page 392 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SCHICK MOVING AND STORAGE (Continued) 0002096314 Tertiary Sic: Not reported CIWQS: Agency: Schick Moving Storage Co Agency Address: 2721 Michelle Dr,Tustin,CA 92780 Place/Project Type: Industrial-Local Trucking with Storage SIC/NAICS: 4214 Region: 8 Program: INDSTW Regulatory Measure Status: Active Regulatory Measure Type: Storm water industrial Order Number: 2014-0057-DWQ WDID: 8301002813 NPDES Number: CAS000001 Adoption Date: Not reported Effective Date: 04/02/1992 Termination Date: Not reported Expiration/Review Date: Not reported Design Flow: Not reported Major/Minor: Not reported Complexity: Not reported TTWQ: Not reported Enforcement Actions within 5 years: 0 Violations within 5 years: 0 Latitude: 33.72001 Longitude: -117.79982 CERS TANKS: Site ID: 401639 CERS ID: 10465447 Site Name: SCHICK MOVING&STORAGE INC. CERS Description: Chemical Storage Facilities Evaluation: Eval General Type: Other/Unknown Eval Date: 05-02-2017 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed and accepted HMBEP submittal. Facility has disclosed 7 chemicals(1 waste). Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 09-17-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Monitor cert notification Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 09-29-2015 Violations Found: No TC5655027.2s Page 393 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SCHICK MOVING AND STORAGE (Continued) 0002096314 Eval Type: Other,not routine,done by local agency Eval Notes: Site compliance status review. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 10-27-2014 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Review for inspection. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 10-30-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Review and approve CERS.Discuss details of site with supervisor. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 10-31-2014 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous materials inspection.Consent to enter and inspect granted by Chuck Cliff.Observed the shop,hazardous materials storage areas,and perimeter of facility. Hazardous materials on site appear to match with the information submitted on the CERS Portal.The following materials were observed:1)Two compressed gas cylinders of Acetylene totaling 142 cubic feet in shop 2)Two compressed gas cylinders of Oxygen totaling 473 cubic feet in shop 3)55 gallon drum for waste antifreeze in shop 4)499 cubic feet tank of Propane outside 5)10,000 gallon underground tank of diesel fuel 6)10,000 gallon underground tank of unleaded fuel 7)500 gallon underground tank of new motor oil 8)500 gallon underground tank of used oil A copy of the Business Emergency Plan is on site."Complete annual hazardous materials employee training and submit a copy of the signature sheet to this agency for review. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 10-31-2014 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous waste inspection.Consent to enter and inspect granted by Chuck Cliff.Observed the shop area,waste storage areas,perimeter of facility and trash container.Drums of wastes are covered and labeled.Wastes include oil,coolant,oil filters,parts washer,absorbents,and coolant filters.Manifests for waste disposal are available for review.Emergency response information is posted in the facility.Verified the owner as Arthur C.Schick Jr. TC5655027.2s Page 394 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SCHICK MOVING AND STORAGE (Continued) 0002096314 Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 11-02-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: This agency received and reviewed the monitor certification and spill bucket tests dated 10/28/16.The results indicate all components passed. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 11-07-2017 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Review CERS submittal and Accept. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 11-12-2013 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: This agency received and reviewed the monitor certification and spill bucket tests dated 11/1/13.The results indicate all components passed. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 11-30-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed UST electronic submittal.Package was declined and an email sent to the facility contact.The following corrections are still needed:Leak Response Plan?please complete Section V.Monitoring Indicators DO=personnel from Orange County Tank Testing CFR coverage =10/17/16?10/17/17 Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 12-21-2018 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: This agency received and reviewed the overfill prevention equipment inspection dated 10/26/18.The results indicate all components passed. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS TC5655027.2s Page 395 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SCHICK MOVING AND STORAGE (Continued) 0002096314 Eval General Type: Other/Unknown Eval Date: 01-24-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed HMBEP submission package on CERS,DENIED. Request for re-submittal this date.The following corrections are needed:CHEMICAL INVENTORY The Acetylene is below the minimum threshold reporting quantity of 200 cubic feet and should be removed from your disclosure. All CAS numbers must include dashes.Please modify all CAS numbers. In addition to correcting the CAS numbers,please also make the following changes to your submittal:Ethylene=change Hazardous Material Type to Mixture and complete the Mixture Components chart?move the CAS number to the chart;add Ambient to Storage Pressure and Storage Temperature.Motor Oil New?move the CAS number to the Mixture Components Chart(CAS numbers are only for pure substances);also check the box for Acute Health under Federal Hazard Categories; complete the Mixture Components Chart as follows:Hazardous Component =Various Petroleum Oils,add CAS#;WT=95.Motor Oil Waste? Hazardous Material Type=Waste;[Truncated] Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 03-19-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: File purge Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 09-06-2013 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Per phone conversation with Schick the mailing address is PO BOX 3627 Tustin CA 92780.Change made in EC. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 10-21-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed UST forms on CERS.Package was declined and an email sent to the facility contact.The following corrections are needed:Your packet is missing required forms?the leak response plan and designated operator forms are missing from your submittal.Please submit a complete package.The Certification of Financial Assurance and CFO Letter are accepted. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown TC5655027.2s Page 396 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SCHICK MOVING AND STORAGE (Continued) 0002096314 Eval Date: 01-24-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed UST submission package on CERS,DENIED. Request for re-submittal this date.The Certificate of Financial Responsibility and CFO letter are outdated.Provide updated forms.Tank 0014?Diesel and Tank 0015?Unleaded Fuel Tank Page-change Riser Pipe Secondary Containment to Fiberglass?piping is contained in a sump;under Corrosion Protection?add Isolation Monitoring Plan?Tank Leak sensor Model=420 not 208;pipe monitoring section?Leak Sensor Manufacturer=VeederRoot(delete Rowan)and Model is 208(delete LS3);Leak Alarm Triggers Automatic Shutdown=Yes; Failure/Disconnect Triggers Shutdown=Yes;Mechanical Line Leak Detector=Yes;remove comments under Other Pipeline Monitoring as these pertain to your oil tanks;compete the UDC Monitoring section?fuel tanks do have dispensers;Training?Personnel with UST Monitoring Responsibilities are Familiar with Training Documents=YES(the DO may service your tanks however,personnel on site that[Truncated] Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 09-13-2013 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: This agency received and reviewed the certification of financial responsibility form and CFO letter dated 9/10/13 for the underground storage tanks at this site. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 05-14-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: 2016 Annual Review:Accepted Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 09-23-2014 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: This agency received the Certification of Financial Responsibility form(CFR)and Chief Financial Officer letter(CFO)dated 9/9/14.This agency can no longer accept written CFR and CFO documents.All documents must be completed electronically on the Portal.This facility previously submitted these documents of the CERS Portal for 2013.These documents must be submitted on the Portal for 2014. Complete the documents on the CERS Portal within 30 days. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS TC5655027.2s Page 397 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SCHICK MOVING AND STORAGE (Continued) 0002096314 Eval General Type: Other/Unknown Eval Date: 10-09-2013 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Monitor certification notification Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 10-19-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed UST submittal on CERS.Package was declined and an email sent to the facility contact.The following corrections are still needed: The Certificate of Financial Responsibility form that you have provided is expired(coverage period is 9/9/14 to 9/9/2015).Submit an updated form within 30 days.In addition,the form is incomplete.You must select an amount of coverage per occurrence Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 10-27-2017 Violations Found: No Eval Type: Routine done by local agency Eval Notes: Not reported Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 10-28-2016 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a monitor certification and routine inspection.This site has 2 double walled fuel tanks(compartment diesel and unleaded)with double walled pressurized piping,2 dispensers,a new oil tank,and a waste oil tank.All fuel tank turbine sump sensors,fill sump sensors, annular sensor,and UDC sensors alarm and shut down turbines.The oil tanks annular sensors and sumps sensors alarm on the Veeder Root.The Veeder Root was tested for sensor-out and fail-safe.The spill buckets were visually tested and passed.The mechanical line leak detectors were tested and passed.Flapper valves are used for overfill prevention.Technician certifications are current.The following documents are available for review:-All UPC forms from CERS- Certificate of Financial Responsibility dated 10/17/16-UST Response Plan-UST Monitoring Plan-UST Plot Plan-DO monthly inspection reports with alarm history-Employee training records are current for 2016-Spill and[Truncated] Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 10-26-2018 TC5655027.2s Page 398 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SCHICK MOVING AND STORAGE (Continued) 0002096314 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a monitor certification and routine inspection.This site has 2 double walled fuel tanks with double wall pressurized piping and 2 dispensers.This site also has 1 double walled used oil tank and 1 double walled new oil tank with suction piping.All turbine sump sensors,fill sump sensors,annular sensors,and UDC sensors alarm on the Veeder Root.Verified turbine shut down,sensor-out,and fail-safe on the fuel tanks.Mechanical line leak detectors were tested and passed.The fuel tanks use flapper valves for overfill prevention.All technician certifications are current including ICC and Veeder Root. Financial responsibility dated 10/9/18.Secondary containment testing dated 10/27/17. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 10-31-2014 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a monitor certification and routine inspection.This site has 2 double walled fuel tanks(compartment)with double walled pressurized piping and 2 dispensers,1 waste oil tank,and 1 new oil tank.All fuel tank annular,turbine sump,fill sump,and UDC sensors alarm and shut down the turbines.The Veeder Root was tested for fail safe and sensor out.The oil tanks annular and sump sensors were tested for alarm.All tanks use flapper valves for overfill prevention.Spill buckets were tested with the SB989 testing also taking place today.The following documents are available for review: -Certification of financial responsibility and CFO letter dated 9/9/14-UST Response Plan-UST Monitoring Plan-UST Plot Plan- Designated Operator Statement-expiration dated 10/18/16-DO monthly inspections with alarm history-Employee UST training records are current-Spill and alarm logs-Monitor certification dated 11/1/13- SB989 testing dated 11/1/11,[Truncated] Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 10-31-2017 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: This agency received and reviewed the monitor certification dated 10/27/17.The results indicate all components passed. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 11-01-2013 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a monitor certification and routine inspection.This site has 1 unleaded tank and 1 diesel tank in a compartment, 1 waste oil tank,and 1 new oil tank.All turbine sump,fill sump,annular,and TC5655027.2s Page 399 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SCHICK MOVING AND STORAGE (Continued) 0002096314 UDC sensors alarm and shut down turbines on the fuel tanks.All annular and sump sensors on the oil tanks activate alarms.The Veeder Root was tested for sensor-out and fail-safe.The fuel tanks use flapper valves for overfill prevention.The mechanical line leak detectors were tested and passed.The spill buckets were visually tested and passed.The following documents are current and available for review:-CUPA forms-Certification of financial responsibility and CFO letter dated 9/10/13-UST response plan-UST monitoring plan -Owner statements of designated UST operator(DO)-expiration dated 10/26/14-DO monthly inspections with alarm history-Employee training records-Spill and alarm logs-Monitor certification dated 11/2/12-SB989 tests[Truncated] Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 11-07-2017 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Review corrections in CERS and Accept submittal. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 11-12-2013 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Update waste stream and site info. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 12-09-2014 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Post inspection follow-up with operator regarding portal docs. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 12-12-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Corrections made to HMBEP.Accepted. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 12-26-2018 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: This agency received and reviewed the monitor certification and spill TC5655027.2s Page 400 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SCHICK MOVING AND STORAGE (Continued) 0002096314 bucket tests dated 10/26/18.The results indicate all components passed. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 09-21-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Monitor cert notification Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 10-02-2014 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Monitor cert notification Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 10-14-2014 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: SB 989 test notification Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 10-17-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: CERS review Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 10-27-2017 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a monitor certification and routine inspection.This site has 2 double walled fuel tanks with double wall pressurized piping and 2 dispensers.This site also has 1 double walled used oil tank and 1 double walled new oil tank with suction piping.All turbine sump sensors,fill sump sensors,annular sensors,and UDC sensors alarm on the Veeder Root.Verified turbine shut down,sensor-out,and fail-safe on the fuel tanks.Mechanical line leak detectors were tested and passed.Spill buckets were tested during the secondary containment testing completed today.The fuel tanks use flapper valves for overfill prevention.All technician certifications are current. Eval Division: Orange County Environmental Health TC5655027.2s Page 401 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SCHICK MOVING AND STORAGE (Continued) 0002096314 Eval Program: UST Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 10-27-2017 Violations Found: No Eval Type: Routine done by local agency Eval Notes: The following materials were observed and have been reported in CERS: 55 gallons waste antifreeze 10,000 gallons diesel fuel 10,000 gallons unleaded fuel 500 gallons new motor oil 500 gallons used oil 473 cubic feet oxygen 499 gallons propane Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 10-30-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: CERS review Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 11-01-2013 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous waste inspection.Consent to enter and inspect granted by Chuck Cliff.Observed the shop area,waste storage area,perimeter of facility and trash container.Drums of wastes are covered and labeled.Wastes include oil,oil filters,coolant, clarifier,and parts washer.Manifests for waste disposal are available for review.Complete the emergency response label and post in the facility.Verified the owner as Arthur C.Schick Jr. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 11-05-2014 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: This agency received and reviewed the monitor certification,SB989 test,and spill bucket test dated 10/31/14.The results indicate all components passed. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 11-20-2017 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: UPDATED FACILITY NAME AND OWNER NAME Eval Division: Orange County Environmental Health Eval Program: HW TC5655027.2s Page 402 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SCHICK MOVING AND STORAGE (Continued) 0002096314 Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 11-29-2018 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: This agency received and reviewed the annual monitor certification and leak detector test results dated 10/26/18.The results indicate all components passed. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 10-30-2015 Violations Found: No Eval Type: Routine done by local agency Eval Notes: Not reported Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 11-03-2017 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Review CERS submittal. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 11-17-2014 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: This agency received and reviewed the SB989 test results for the underground storage tanks at this site dated 10/31/14.The results indicate all components passed. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 12-01-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: CERS review. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Coordinates: Site ID: 401639 Facility Name: Schick Moving&Storage Inc. Env Int Type Code: HMBP Program ID: 10465447 Coord Name: Not reported TC5655027.2s Page 403 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SCHICK MOVING AND STORAGE (Continued) 0002096314 Ref Point Type Desc: Center of a facility or station. Latitude: 33.721280 Longitude: -117.799910 Affiliation: Affiliation Type Desc: Facility Mailing Address Entity Name: Mailing Address Entity Title: Not reported Affiliation Address: PO BOX 3627 Affiliation City: Tusitn Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92781-3627 Affiliation Phone: Not reported Affiliation Type Desc: CUPA District Entity Name: Orange County Env Health Entity Title: Not reported Affiliation Address: 1241 East Dyer RoadSuite 120 Affiliation City: Santa Ana Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92705-5611 Affiliation Phone: (714)433-6000 Affiliation Type Desc: Identification Signer Entity Name: David Peterson Entity Title: Dispatcher Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Legal Owner Entity Name: SFP TUSTIN LP Entity Title: Not reported Affiliation Address: PO BOX 3627 Affiliation City: Tustin Affiliation State: CA Affiliation Country: United States Affiliation Zip: 92781-3627 Affiliation Phone: (714)731-5500 Affiliation Type Desc: UST Tank Owner Entity Name: SFP TUSTIN LP Entity Title: Not reported Affiliation Address: PO BOX 3627 Affiliation City: Tustin Affiliation State: Ca Affiliation Country: United States Affiliation Zip: 92780 Affiliation Phone: (714)731-5500 Affiliation Type Desc: Document Preparer Entity Name: David Peterson TC5655027.2s Page 404 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SCHICK MOVING AND STORAGE (Continued) 0002096314 Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Parent Corporation Entity Name: Schick Moving&Storage Inc. Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: UST Permit Applicant Entity Name: David Peterson Entity Title: Dispatcher Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: (714)731-5500 Affiliation Type Desc: UST Tank Operator Entity Name: Schick Moving&Storage Entity Title: Not reported Affiliation Address: 2721 Michelle Drive Affiliation City: Tustin Affiliation State: Ca Affiliation Country: United States Affiliation Zip: 92780 Affiliation Phone: (714)731-5500 Affiliation Type Desc: Environmental Contact Entity Name: David Peterson Entity Title: Not reported Affiliation Address: PO BOX 3627 Affiliation City: Tusitn Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92781-3627 Affiliation Phone: Not reported Affiliation Type Desc: Operator Entity Name: Schick Moving&Storage Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: (714)731-5500 TC5655027.2s Page 405 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SCHICK MOVING AND STORAGE (Continued) 0002096314 Affiliation Type Desc: UST Property Owner Name Entity Name: SFP TUSTIN LP Entity Title: Not reported Affiliation Address: PO BOX 3627 Affiliation City: Tustin Affiliation State: Ca Affiliation Country: United States Affiliation Zip: 92780 Affiliation Phone: (714)731-5500 Site ID: 492961 CERS ID: 255890 Site Name: SCHICK MOVING STORAGE CO CERS Description: Industrial Facility Storm Water Violations: Site ID: 492961 Site Name: Schick Moving Storage Co Violation Date: 03-08-2012 Citation: 2014-0057-DWQ-Industrial General Permit Violation Description: SW-Deficient BMP Implementation Violation Notes: Failure to maintain structural treatment control;trash screen to sump is mostly occluded. Violation Division: Water Boards Violation Program: INDSTW Violation Source: SMARTS Evaluation: Eval General Type: Compliance Evaluation Inspection Eval Date: 03-08-2012 Violations Found: Yes Eval Type: Industrial Storm Water Compliance Evaluation Eval Notes: Weather:sunny and warm.SWPPP last revised 6/30/2003.Site plan needs to be updated to show relocated 55-gal drum and is missing drainage arrows. Found drain lines from compressor shed;discussed ensuring that blowdown is collected and disposed of.Spill kit found at fuel island. Has a sump pump/well in below-ground level loading dock fitted with a screen;the screen is in need of cleaning.Has an undocumented pipe outlet at NEC of building leaking clear water to ground. Eval Division: Water Boards Eval Program: INDSTW Eval Source: SMARTS Eval General Type: Compliance Evaluation Inspection Eval Date: 06-30-2000 Violations Found: No Eval Type: Industrial Storm Water Compliance Evaluation Eval Notes: The SWPPP needs to be updated. I will send an example of SWPPP to David on July 3,2000.He will mail updates to us by July 14,2000. Facility is clean over all.Question about oil storage used for cars. No secondary containment but,no real signs of spills. Eval Division: Water Boards Eval Program: INDSTW Eval Source: SMARTS TC5655027.2s Page 406 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SCHICK MOVING AND STORAGE (Continued) 0002096314 Enforcement Action: Site ID: 492961 Site Name: Schick Moving Storage Co Site Address: 2721 MICHELLE DR Site City: TUSTIN Site Zip: 92780 Enf Action Date: 03-08-2012 Enf Action Type: Industrial Storm Water Enforcement Enf Action Description: Industrial Storm Water Enforcement Enf Action Notes: Contact advised to clean the sump screen at loading dock. Enf Action Division: Water Boards Enf Action Program: INDSTW Enf Action Source: SMARTS Affiliation: Affiliation Type Desc: Owner/Operator Entity Name: Schick Moving Storage Co Entity Title: Operator Affiliation Address: 2721 Michelle Dr Affiliation City: Tustin Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92780 Affiliation Phone: Not reported Site ID: 168010 CERS ID: 10162263 Site Name: VERIZON WIRELESS:ETC CERS Description: Chemical Storage Facilities Violations: Site ID: 168010 Site Name: Verizon Wireless: ETC Violation Date: 05-13-2016 Citation: HSC 6.95 25508(a)(1)-California Health and Safety Code, Chapter 6.95,Section(s)25508(a)(1) Violation Description: Failure to complete and electronically submit a site map with all required content. Violation Notes: Returned to compliance on 06/12/2017.Please revise Facility Map#2 to show the location of the gates and fence at the end of the building on the opposite side of the generator/cell tower. Violation Division: Orange County Environmental Health Violation Program: HMRRP Violation Source: CERS Site ID: 168010 Site Name: Verizon Wireless: ETC Violation Date: 06-17-2014 Citation: HSC 6.95 25505(a)-California Health and Safety Code,Chapter 6.95, Section(s)25505(a) Violation Description: Owner/Operator failed to complete and/or submit a Hazardous Materials Business Plan when storing hazardous materials at or above the thresholds quantities of 55 gallons/500 lbs/200 cubic feet. Violation Notes: Not reported Violation Division: Orange County Environmental Health Violation Program: HMRRP TC5655027.2s Page 407 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SCHICK MOVING AND STORAGE (Continued) 0002096314 Violation Source: CERS Evaluation: Eval General Type: Other/Unknown Eval Date: 05-12-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Not reported Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 03-04-2017 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: CERS 2017-Accepted-No Changes-filed prior to 3/1/17 Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 10-15-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: CERS:accept 5/17/16 submittal//maps updated//2 HazMat=lead acid batteries(74 g)&Diesel fuel(132 g) Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 04-10-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed and accepted re submittal in a submit. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 05-13-2016 Violations Found: Yes Eval Type: Routine done by local agency Eval Notes: Onsite to conduct a routine hazardous material business emergency plan HMBEP inspection.Consent to inspect and take photos if necessary was granted by the technician,Miguel Rodriguez.No photos were taken on this date.The following were observed:24 back-up battery cells (PowerSafe)The CERS submittal dated 2/19/16 was verified during this inspection. Facility Information:ACCEPTED, Emergency Response and Training Plans:ACCEPTED Hazardous Materials Inventory:NOT ACCEPTED. Please revise Facility Map#2 to show the location of the gates and fence at the end of the building on the opposite side of the generator/cell tower.A copy of this report will be sent to myrna.allende@verizonwireless.com Eval Division: Orange County Environmental Health Eval Program: HMRRP TC5655027.2s Page 408 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SCHICK MOVING AND STORAGE (Continued) 0002096314 Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 08-18-2014 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Disclosure review-accepted Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 06-17-2014 Violations Found: Yes Eval Type: Other,not routine,done by local agency Eval Notes: Nondisclosure violation Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Affiliation: Affiliation Type Desc: Identification Signer Entity Name: Myrna Allende Entity Title: Regulatory Specialist Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Environmental Contact Entity Name: Environmental Compliance Entity Title: Not reported Affiliation Address: 15505 Sand Canyon Avenue,MS D-104 Affiliation City: Irvine Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92618 Affiliation Phone: Not reported Affiliation Type Desc: Legal Owner Entity Name: Verizon Wireless Entity Title: Not reported Affiliation Address: 15505 Sand Canyon Avenue,MS D-104 Affiliation City: Irvine Affiliation State: CA Affiliation Country: United States Affiliation Zip: 92618 Affiliation Phone: (949)286-7000 Affiliation Type Desc: Parent Corporation Entity Name: Verizon Wireless[Southern California] Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported TC5655027.2s Page 409 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SCHICK MOVING AND STORAGE (Continued) 0002096314 Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: CUPA District Entity Name: Orange County Env Health Entity Title: Not reported Affiliation Address: 1241 East Dyer RoadSuite 120 Affiliation City: Santa Ana Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92705-5611 Affiliation Phone: (714)433-6000 Affiliation Type Desc: Document Preparer Entity Name: Steve Skanderson,Stantec Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Operator Entity Name: Verizon Wireless Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: (949)286-7000 Affiliation Type Desc: Facility Mailing Address Entity Name: Mailing Address Entity Title: Not reported Affiliation Address: 15505 Sand Canyon Avenue,MS D-104 Affiliation City: Irvine Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92618 Affiliation Phone: Not reported Site ID: 246366 CERS ID: T0605902032 Site Name: SCHICK MOVING AND STORAGE CERS Description: Leaking Underground Storage Tank Cleanup Site Affiliation: Affiliation Type Desc: Local Agency Caseworker Entity Name: SITYAMALA RAJAGOPAL-ORANGE COUNTY LOP Entity Title: Not reported Affiliation Address: 1241 E.DYER ROAD SUITE 120 Affiliation City: SANTA ANA Affiliation State: CA Affiliation Country: Not reported TC5655027.2s Page 410 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SCHICK MOVING AND STORAGE (Continued) 0002096314 Affiliation Zip: Not reported Affiliation Phone: 7144336262 Affiliation Type Desc: Regional Board Caseworker Entity Name: MIGUEL OVIEDO-SANTA ANA RWQCB(REGION 8) Entity Title: Not reported Affiliation Address: 3737 Main Street,Suite 500 Affiliation City: RIVERSIDE Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: 9517823238 R76 SCHICK MOVING AND STORAGE LUST S102446042 NE 2721 MICHELLE DR N/A 1/4-1/2 TUSTIN,CA 92782 0.315 mi. 1661 ft. Site 2 of 2 in cluster R Relative: LUST REG 8: Higher Region: 8 Actual: County: Orange 74 ft. Regional Board: Santa Ana Region Facility Status: Pollution Characterization Case Number: 083002968T Local Case Num: 96UT049 Case Type: Other ground water affected Substance: Gasoline Qty Leaked: 0 Abate Method: Not reported Cross Street: Not reported Enf Type: SEL Funding: Not reported How Discovered: Tank Closure How Stopped: Close Tank Leak Cause: Unknown Leak Source: Unknown Global ID: T0605902032 How Stopped Date: 9/9/9999 Enter Date: Not reported Date Confirmation of Leak Began: Not reported Date Preliminary Assessment Began: Not reported Discover Date: 12/12/1996 Enforcement Date: Not reported Close Date: Not reported Date Prelim Assessment Workplan Submitted: Not reported Date Pollution Characterization Began: 10/30/2001 Date Remediation Plan Submitted: Not reported Date Remedial Action Underway: Not reported Date Post Remedial Action Monitoring: Not reported Enter Date: Not reported GW Qualifies: _ Soil Qualifies: Not reported Operator: Not reported Facility Contact: Not reported Interim: Not reported Oversite Program: LUST TC5655027.2s Page 411 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SCHICK MOVING AND STORAGE (Continued) S102446042 Latitude: 33.7208059 Longitude: -117.8008046 MTBE Date: 4/26/2004 Max MTBE GW: 428 MTBE Concentration: 0 Max MTBE Soil: Not reported MTBE Fuel: 1 MTBE Tested: MTBE Detected.Site tested for MTBE&MTBE detected MTBE Class: Staff: TME Staff Initials: AM Lead Agency: Local Agency Local Agency: 30000L Hydr Basin#: Not reported Beneficial: MUN Priority: Not reported Cleanup Fund Id: Not reported Work Suspended: Not reported Summary: Not reported S77 SHIPLEY COMPANY, LLC ENVIROSTOR S104573812 NNE 2631 MICHELLE DR LUST N/A 1/4-1/2 TUSTIN,CA 92780 DEED 0.325 mi. HIST CORTESE 1717 ft. Site 1 of 4 in cluster S CERS Relative: ENVIROSTOR: Higher Facility ID: 71002194 Actual: Status: Certified O&M-Land Use Restrictions Only 76 ft. Status Date: 11/03/2010 Site Code: 401054 Site Type: Tiered Permit Site Type Detailed: Tiered Permit Acres: 7 NPL: NO Regulatory Agencies: SMBRP Lead Agency: SMBRP Program Manager: Angela Turner Supervisor: Emad Yemut Division Branch: Southern California Schools&Brownfields Outreach Assembly: 68 Senate: 37 Special Program: Not reported Restricted Use: YES Site Mgmt Req: NONE SPECIFIED Funding: Not reported Latitude: 33.72220 Longitude: -117.8012 APN: NONE SPECIFIED Past Use: NONE SPECIFIED Potential COC: NONE SPECIFIED Confirmed COC: NONE SPECIFIED Potential Description: NONE SPECIFIED Alias Name: CAD008334260 Alias Type: EPA Identification Number Alias Name: 401054 Alias Type: Project Code(Site Code) Alias Name: 71002194 TC5655027.2s Page 412 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SHIPLEY COMPANY, LLC (Continued) S104573812 Alias Type: Envirostor ID Number Completed Info: Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Annual Oversight Cost Estimate Completed Date: 09/29/2017 Comments: Not reported Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Correspondence Completed Date: 04/06/2017 Comments: Notification to Respondent of change in assigned project manager. Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Land Use Restriction-Site Inspection/Visit Completed Date: 01/25/2018 Comments: Site visited completed,found in compliance with terms of LUC. Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: "Implementation&Enforcement Plan Completed Completed Date: 01/16/2004 Comments: Not reported Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Annual Oversight Cost Estimate Completed Date: 09/13/2016 Comments: Not reported Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Correspondence Completed Date: 12/11/2017 Comments: Not reported Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Compliance Verification Completed Date: 02/25/2005 Comments: Inspection report sent on 2/25/2005 Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Consent Agreement Completed Date: 11/18/2003 Comments: Not reported Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Acknowledgement of Satisfaction Completed Date: 03/01/2004 Comments: Not reported Completed Area Name: PROJECT WIDE TC5655027.2s Page 413 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SHIPLEY COMPANY,LLC (Continued) S104573812 Completed Sub Area Name: Not reported Completed Document Type: "LUC Inspection Complete Completed Date: 03/15/2006 Comments: Not reported Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Phase I Verification Completed Date: 09/20/2002 Comments: Inspection report sent on 9/20/2002 Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Consent Agreement Completed Date: 02/09/2004 Comments: Not reported Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: "LUC Inspection Complete Completed Date: 02/25/2005 Comments: Not reported Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Remedy Selection and Statement of Basis Completed Date: 01/21/2004 Comments: Not reported Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Consent Agreement Completed Date: 03/17/2003 Comments: Not reported Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Land Use Restriction Completed Date: 02/03/2004 Comments: Not reported Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Consent Agreement Completed Date: 07/08/2002 Comments: Not reported Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Oversight Completed Date: 10/28/2002 Comments: Not reported Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Corrective Action Completion Determination Completed Date: 02/18/2004 TC5655027.2s Page 414 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SHIPLEY COMPANY, LLC (Continued) S104573812 Comments: Not reported Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Site Inspections/Visit(Non LUR) Completed Date: 03/05/2003 Comments: Not reported Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: "LUC Inspection Complete Completed Date: 03/26/2007 Comments: Not reported Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: "LUC Inspection Complete Completed Date: 03/14/2008 Comments: Not reported Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Preliminary Endangerment Assessment Report Completed Date: 06/06/2003 Comments: Not reported Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Corrective Measures Study Report Completed Date: 01/16/2004 Comments: Not reported Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Remedial Action Completion Report Completed Date: 01/21/2004 Comments: Not reported Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Preliminary Endangerment Assessment Workplan Completed Date: 10/28/2002 Comments: Not reported Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Corrective Measures Study Workplan Completed Date: 09/10/2003 Comments: Not reported Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Land Use Restriction-Site Inspection/Visit Completed Date: 11/15/2016 Comments: Not reported Future Area Name: Not reported TC5655027.2s Page 415 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SHIPLEY COMPANY,LLC (Continued) S104573812 Future Sub Area Name: Not reported Future Document Type: Not reported Future Due Date: Not reported Schedule Area Name: Not reported Schedule Sub Area Name: Not reported Schedule Document Type: Not reported Schedule Due Date: Not reported Schedule Revised Date: Not reported Facility ID: 80001562 Status: Certified O&M-Land Use Restrictions Only Status Date: 10/19/2018 Site Code: 401054 Site Type: Corrective Action Site Type Detailed: Corrective Action Acres: 0 NPL: NO Regulatory Agencies: TPCAB Lead Agency: PCA Program Manager: Not reported Supervisor: "Unknown Division Branch: Southern California Schools&Brownfields Outreach Assembly: 68 Senate: 37 Special Program: Not reported Restricted Use: YES Site Mgmt Req: NONE SPECIFIED Funding: Not reported Latitude: 33.72209 Longitude: -117.8011 APN: NONE SPECIFIED Past Use: NONE SPECIFIED Potential COC: NONE SPECIFIED Confirmed COC: NONE SPECIFIED Potential Description: NONE SPECIFIED Alias Name: MORTON INTERNATIONAL Alias Type: Alternate Name Alias Name: CAD008334260 Alias Type: EPA Identification Number Alias Name: 400284 Alias Type: Project Code(Site Code) Alias Name: 401054 Alias Type: Project Code(Site Code) Alias Name: 80001562 Alias Type: Envirostor ID Number Completed Info: Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Interim Measures Questionnaire Completed Date: 05/05/1995 Comments: Not reported Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Land Use Restriction Completed Date: 02/04/2004 Comments: Not reported TC5655027.2s Page 416 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SHIPLEY COMPANY,LLC (Continued) S104573812 Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: "Historical Operating Permit Authority Completed Date: 08/18/1993 Comments: Not reported Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: RCRA Facility Assessment Report Completed Date: 03/31/1993 Comments: Not reported Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: "CA Process is Terminated Completed Date: 02/18/2004 Comments: Not reported Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Corrective Measures Study Report Completed Date: 09/10/2003 Comments: Not reported Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Remedy Construction Complete Completed Date: 09/26/2011 Comments: Not reported Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Groundwater Migration Controlled Completed Date: 09/26/2011 Comments: Not reported Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Human Exposure Controlled Completed Date: 09/26/2011 Comments: Not reported Future Area Name: Not reported Future Sub Area Name: Not reported Future Document Type: Not reported Future Due Date: Not reported Schedule Area Name: Not reported Schedule Sub Area Name: Not reported Schedule Document Type: Not reported Schedule Due Date: Not reported Schedule Revised Date: Not reported LUST: Lead Agency: ORANGE COUNTY Case Type: LUST Cleanup Site Geo Track: hftp://geotracker.waterboards.ca.gov/profile_report.asp?global_id=T0605900227 Global Id: T0605900227 TC5655027.2s Page 417 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SHIPLEY COMPANY, LLC (Continued) S104573812 Latitude: 33.722207 Longitude: -117.801223 Status: Completed-Case Closed Status Date: 08/04/1989 Case Worker: OC RB Case Number: 083000291T Local Agency: ORANGE COUNTY File Location: Not reported Local Case Number: 86UT104 Potential Media Affect: Aquifer used for drinking water supply Potential Contaminants of Concern: Other Solvent or Non-Petroleum Hydrocarbon Site History: Not reported LUST: Global Id: T0605900227 Contact Type: Local Agency Caseworker Contact Name: ORANGE COUNTY Organization Name: ORANGE COUNTY Address: 1241 E.DYER ROAD SUITE 120 City: Santa Ana Email: Not reported Phone Number: Not reported Global Id: T0605900227 Contact Type: Regional Board Caseworker Contact Name: PATRICIA HANNON Organization Name: SANTA ANA RWQCB(REGION 8) Address: 3737 MAIN STREET,SUITE 500 City: RIVERSIDE Email: patricia.hannon@waterboards.ca.gov Phone Number: Not reported LUST: Global Id: T0605900227 Action Type: Other Date: 07/18/1986 Action: Leak Reported Global Id: T0605900227 Action Type: Other Date: 06/26/1986 Action: Leak Discovery Global Id: T0605900227 Action Type: Other Date: 06/26/1986 Action: Leak Stopped LUST: Global Id: T0605900227 Status: Completed-Case Closed Status Date: 08/04/1989 Global Id: T0605900227 Status: Open-Case Begin Date Status Date: 06/26/1986 TC5655027.2s Page 418 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SHIPLEY COMPANY, LLC (Continued) S104573812 Global Id: T0605900227 Status: Open-Site Assessment Status Date: 09/02/1987 DEED: Envirostor ID: CAD008334260 Area: Not reported Sub Area: Not reported Site Type: CLOSED Status: CLOSED Agency: Not reported Covenant Uploaded: Not reported Deed Date(s): 02/04/2004 File Name: Envirostor Land Use Restrictions Envirostor ID: 80001562 Area: PROJECT WIDE Sub Area: Not reported Site Type: CORRECTIVE ACTION Status: CERTIFIED O&M-LAND USE RESTRICTIONS ONLY Agency: Not reported Covenant Uploaded: Not reported Deed Date(s): 02/04/2004 File Name: Envirostor Land Use Restrictions Envirostor ID: 71002194 Area: PROJECT WIDE Sub Area: Not reported Site Type: TIERED PERMIT Status: CERTIFIED O&M-LAND USE RESTRICTIONS ONLY Agency: Not reported Covenant Uploaded: Not reported Deed Date(s): 02/03/2004 File Name: Envirostor Land Use Restrictions HIST CORTESE: Region: CORTESE Facility County Code: 30 Reg By: LTNKA Reg Id: 083000291T CERS TANKS: Site ID: 225144 CERS ID: T0605900227 Site Name: DYNACHEM-DIV OF MORTON THIOKOL CERS Description: Leaking Underground Storage Tank Cleanup Site Affiliation: Affiliation Type Desc: Local Agency Caseworker Entity Name: ORANGE COUNTY-ORANGE COUNTY Entity Title: Not reported Affiliation Address: 1241 E.DYER ROAD SUITE 120 Affiliation City: Santa Ana Affiliation State: CA Affiliation Country: Not reported TC5655027.2s Page 419 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SHIPLEY COMPANY, LLC (Continued) S104573812 Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Regional Board Caseworker Entity Name: PATRICIA HANNON-SANTA ANA RWQCB(REGION 8) Entity Title: Not reported Affiliation Address: 3737 MAIN STREET,SUITE 500 Affiliation City: RIVERSIDE Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported S78 SHIPLEY COMPANY, LLC SEMS-ARCHIVE 1000333198 NNE 2631 MICHELLE DRIVE CORRACTS CAD008334260 1/4-1/2 TUSTIN,CA 92780 RCRA-TSDF 0.325 mi. RCRA-SQG 1717 ft. Site 2 of 4 in cluster S US INST CONTROL Relative: 2020 COR ACTION Higher FINDS Actual: SEMS Archive: 76 ft. Site ID: 0900239 EPA ID: CAD008334260 Cong District: 38 FIPS Code: 06059 FF: N NPL: Not on the NPL Non NPL Status: Deferred to RCRA(Subtitle C) SEMS Archive Detail: Region: 09 Site ID: 0900239 EPA ID: CAD008334260 Site Name: THIOKOL/DYNACHEM CORP NPL: N FF: N OU: 00 Action Code: VS Action Name: ARCH SITE SEC: 1 Start Date: Not reported Finish Date: 1996-01-23 05:00:00 Qual: Not reported Current Action Lead: EPA Perf In-Hse Region: 09 Site ID: 0900239 EPA ID: CAD008334260 Site Name: THIOKOL/DYNACHEM CORP NPL: N FF: N OU: 00 Action Code: DS Action Name: DISCVRY SEC: 1 Start Date: 1989-07-28 04:00:00 TC5655027.2s Page 420 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SHIPLEY COMPANY, LLC (Continued) 1000333198 Finish Date: 1989-07-28 04:00:00 Qual: Not reported Current Action Lead: EPA Perf Region: 09 Site ID: 0900239 EPA ID: CAD008334260 Site Name: THIOKOL/DYNACHEM CORP NPL: N FF: N OU: 00 Action Code: PA Action Name: PA SEQ: 1 Start Date: Not reported Finish Date: 1990-06-28 04:00:00 Qual: D Current Action Lead: EPA Perf CORRACTS: EPA ID: CAD008334260 EPA Region: 09 Area Name: ENTIRE FACILITY Actual Date: 20110926 Action: CA725YE-Current Human Exposures Under Control,Yes,Current Human Exposures Under Control has been verified NAICS Code(s): 54171 Research and Development in the Physical,Engineering,and Life Sciences Original schedule date: 20110926 Schedule end date: Not reported EPA ID: CAD008334260 EPA Region: 09 Area Name: ENTIRE FACILITY Actual Date: 20110926 Action: CA550RC NAICS Code(s): 54171 Research and Development in the Physical,Engineering,and Life Sciences Original schedule date: 20110926 Schedule end date: Not reported EPA ID: CAD008334260 EPA Region: 09 Area Name: ENTIRE FACILITY Actual Date: 20110926 Action: CA750YE-Migration of Contaminated Groundwater under Control,Yes, Migration of Contaminated Groundwater Under Control has been verified NAICS Code(s): 54171 Research and Development in the Physical,Engineering,and Life Sciences Original schedule date: 20110926 Schedule end date: Not reported EPA ID: CAD008334260 TC5655027.2s Page 421 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SHIPLEY COMPANY, LLC (Continued) 1000333198 EPA Region: 09 Area Name: ENTIRE FACILITY Actual Date: 20040204 Action: CA772PR NAICS Code(s): 54171 Research and Development in the Physical,Engineering,and Life Sciences Original schedule date: 20040628 Schedule end date: Not reported EPA ID: CAD008334260 EPA Region: 09 Area Name: ENTIRE FACILITY Actual Date: 20030910 Action: CA350-CMS Approved NAICS Code(s): 54171 Research and Development in the Physical,Engineering,and Life Sciences Original schedule date: Not reported Schedule end date: Not reported EPA ID: CAD008334260 EPA Region: 09 Area Name: ENTIRE FACILITY Actual Date: 19930331 Action: CA070YE-RFA Determination Of Need For An RFI,RFI is Necessary NAICS Code(s): 54171 Research and Development in the Physical,Engineering,and Life Sciences Original schedule date: 19930331 Schedule end date: Not reported EPA ID: CAD008334260 EPA Region: 09 Area Name: ENTIRE FACILITY Actual Date: 19930331 Action: CA050-RFA Completed NAICS Code(s): 54171 Research and Development in the Physical,Engineering,and Life Sciences Original schedule date: 19930331 Schedule end date: Not reported RCRA-TSDF: Date form received by agency:03/29/2002 Facility name: SHIPLEY COMPANY,LLC Facility address: 2631 MICHELLE DRIVE TUSTIN,CA 92780 EPA ID: CAD008334260 Mailing address: 455 FOREST STREET MARLBORO, MA 01752 Contact: ROSE PERKINS Contact address: Not reported Not reported Contact country: US Contact telephone: 508-229-7212 Contact email: Not reported TC5655027.2s Page 422 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SHIPLEY COMPANY, LLC (Continued) 1000333198 EPA Region: 09 Land type: Private Classification: TSDF Description: Handler is engaged in the treatment,storage or disposal of hazardous waste Owner/Operator Summary: Owner/operator name: ROHM&HAAS Owner/operator address: Not reported Not reported Owner/operator country: US Owner/operator telephone: Not reported Owner/operator email: Not reported Owner/operator fax: Not reported Owner/operator extension: Not reported Legal status: Private Owner/Operator Type: Owner Owner/Op start date: 09/15/1999 Owner/Op end date: Not reported Owner/operator name: SHIPLEY COMPANY LLC Owner/operator address: Not reported Not reported Owner/operator country: US Owner/operator telephone: Not reported Owner/operator email: Not reported Owner/operator fax: Not reported Owner/operator extension: Not reported Legal status: Private Owner/Operator Type: Operator Owner/Op start date: 05/01/2000 Owner/Op end date: Not reported Handler Activities Summary: U.S.importer of hazardous waste: No Mixed waste(haz.and radioactive): No Recycler of hazardous waste: No Transporter of hazardous waste: No Treater,storer or disposer of HW: No Underground injection activity: No On-site burner exemption: No Furnace exemption: No Used oil fuel burner: No Used oil processor: No User oil refiner: No Used oil fuel marketer to burner: No Used oil Specification marketer: No Used oil transfer facility: No Used oil transporter: No Historical Generators: Date form received by agency:03/29/2002 Site name: SHIPLEY COMPANY,LLC Classification: Large Quantity Generator Waste code: D001 TC5655027.2s Page 423 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SHIPLEY COMPANY, LLC (Continued) 1000333198 Waste name: IGNITABLE WASTE Waste code: D002 Waste name: CORROSIVE WASTE Waste code: D003 Waste name: REACTIVE WASTE Waste code: D004 Waste name: ARSENIC Waste code: D005 Waste name: BARIUM Waste code: D007 Waste name: CHROMIUM Waste code: D008 Waste name: LEAD Waste code: D009 Waste name: MERCURY Waste code: D011 Waste name: SILVER Waste code: D022 Waste name: CHLOROFORM Waste code: D035 Waste name: METHYL ETHYL KETONE Waste code: F001 Waste name: THE FOLLOWING SPENT HALOGENATED SOLVENTS USED IN DEGREASING: TETRACHLOROETHYLENE,TRICHLORETHYLENE, METHYLENE CHLORIDE, 1,1,1-TRICHLOROETHANE, CARBON TETRACHLORIDE AND CHLORINATED FLUOROCARBONS;ALL SPENT SOLVENT MIXTURES/BLENDS USED IN DEGREASING CONTAINING, BEFORE USE,A TOTAL OF TEN PERCENT OR MORE(BY VOLUME)OF ONE OR MORE OF THE ABOVE HALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED IN F002, F004,AND F005;AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. Waste code: F002 Waste name: THE FOLLOWING SPENT HALOGENATED SOLVENTS:TETRACHLOROETHYLENE, METHYLENE CHLORIDE,TRICHLOROETHYLENE, 1,1,1-TRICHLOROETHANE, CHLOROBENZENE, 1,1,2-TRICHLORO-1,2,2-TRIFLUOROETHANE, ORTHO-DICHLOROBENZENE,TRICHLOROFLUOROMETHANE,AND 1,1,2, TRICHLOROETHANE;ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING, BEFORE USE,A TOTAL OF TEN PERCENT OR MORE(BY VOLUME)OF ONE OR MORE OF THE ABOVE HALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED IN F001, F004,AND F005;AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. Waste code: F003 Waste name: THE FOLLOWING SPENT NONHALOGENATED SOLVENTS:XYLENE,ACETONE, ETHYL ACETATE, ETHYL BENZENE, ETHYL ETHER, METHYL ISOBUTYL KETONE, N-BUTYL ALCOHOL,CYCLOHEXANONE,AND METHANOL;ALL SPENT SOLVENT TC5655027.2s Page 424 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SHIPLEY COMPANY,LLC (Continued) 1000333198 MIXTURES/BLENDS CONTAINING,BEFORE USE,ONLY THE ABOVE SPENT NONHALOGENATED SOLVENTS;AND ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING,BEFORE USE,ONE OR MORE OF THE ABOVE NONHALOGENATED SOLVENTS,AND A TOTAL OF TEN PERCENT OR MORE(BY VOLUME)OF ONE OR MORE OF THOSE SOLVENTS LISTED IN F001,F002, F004,AND F005;AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. Waste code: F005 Waste name: THE FOLLOWING SPENT NONHALOGENATED SOLVENTS:TOLUENE,METHYL ETHYL KETONE,CARBON DISULFIDE,ISOBUTANOL,PYRIDINE,BENZENE, 2-ETHOXYETHANOL,AND 2-NITROPROPANE;ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING,BEFORE USE,A TOTAL OF TEN PERCENT OR MORE(BY VOLUME)OF ONE OR MORE OF THE ABOVE NONHALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED IN F001,F002,OR F004;AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. Waste code: 0008 Waste name: 2-PROPENOIC ACID(1)(OR)ACRYLIC ACID(1) Waste code: U044 Waste name: CHLOROFORM(OR)METHANE,TRICHLORO- Waste code: U075 Waste name: DICHLORODIFLUOROMETHANE(OR)METHANE, DICHLORODIFLUORO- Waste code: U404 Waste name: ETHANAMINE,N,N-DIETHYL-(OR)TRIETHYLAMINE Date form received by agency:10/02/2001 Site name: SHIPLEY COMPANY L L C Classification: Large Quantity Generator Waste code: D000 Waste name: Not Defined Waste code: D001 Waste name: IGNITABLE WASTE Waste code: D002 Waste name: CORROSIVE WASTE Waste code: D003 Waste name: REACTIVE WASTE Waste code: D004 Waste name: ARSENIC Waste code: D007 Waste name: CHROMIUM Waste code: D008 Waste name: LEAD Waste code: D009 Waste name: MERCURY TC5655027.2s Page 425 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SHIPLEY COMPANY, LLC (Continued) 1000333198 Waste code: D035 Waste name: METHYL ETHYL KETONE Waste code: F002 Waste name: THE FOLLOWING SPENT HALOGENATED SOLVENTS:TETRACHLOROETHYLENE, METHYLENE CHLORIDE,TRICHLOROETHYLENE, 1,1,1-TRICHLOROETHANE, CHLOROBENZENE, 1,1,2-TRICHLORO-1,2,2-TRI FLU OROETHANE, ORTHO-DICHLOROBENZENE,TRICHLOROFLUOROMETHANE,AND 1,1,2, TRICHLOROETHANE;ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING,BEFORE USE,A TOTAL OF TEN PERCENT OR MORE(BY VOLUME)OF ONE OR MORE OF THE ABOVE HALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED IN F001,F004,AND F005;AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. Waste code: F003 Waste name: THE FOLLOWING SPENT NONHALOGENATED SOLVENTS:XYLENE,ACETONE,ETHYL ACETATE, ETHYL BENZENE,ETHYL ETHER,METHYL ISOBUTYL KETONE,N-BUTYL ALCOHOL,CYCLOHEXANONE,AND METHANOL;ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING,BEFORE USE,ONLY THE ABOVE SPENT NONHALOGENATED SOLVENTS;AND ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING,BEFORE USE,ONE OR MORE OF THE ABOVE NONHALOGENATED SOLVENTS,AND A TOTAL OF TEN PERCENT OR MORE(BY VOLUME)OF ONE OR MORE OF THOSE SOLVENTS LISTED IN F001,F002, F004,AND F005;AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. Waste code: F004 Waste name: THE FOLLOWING SPENT NONHALOGENATED SOLVENTS:CRESOLS,CRESYLIC ACID, AND NITROBENZENE;AND THE STILL BOTTOMS FROM THE RECOVERY OF THESE SOLVENTS;ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING,BEFORE USE,A TOTAL OF TEN PERCENT OR MORE(BY VOLUME)OF ONE OR MORE OF THE ABOVE NONHALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED IN F001,F002,AND F005;AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. Waste code: F005 Waste name: THE FOLLOWING SPENT NONHALOGENATED SOLVENTS:TOLUENE,METHYL ETHYL KETONE,CARBON DISULFIDE,ISOBUTANOL,PYRIDINE,BENZENE, 2-ETHOXYETHANOL,AND 2-NITROPROPANE;ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING,BEFORE USE,A TOTAL OF TEN PERCENT OR MORE(BY VOLUME)OF ONE OR MORE OF THE ABOVE NONHALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED IN F001,F002,OR F004;AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. Waste code: F007 Waste name: SPENT CYANIDE PLATING BATH SOLUTIONS FROM ELECTROPLATING OPERATIONS. Date form received by agency:10/12/2000 Site name: SHIPLEY RONAL Classification: Large Quantity Generator Date form received by agency:03/04/1999 Site name: MORTON ELECTRONIC MATERIALS Classification: Large Quantity Generator Date form received by agency:09/01/1996 Site name: SHIPLEY COMPANY L L C TC5655027.2s Page 426 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SHIPLEY COMPANY, LLC (Continued) 1000333198 Classification: Large Quantity Generator Date form received by agency:02/12/1996 Site name: MORTON ELECTRONIC MATERIALS Classification: Large Quantity Generator Date form received by agency:03/28/1994 Site name: MORTON ELECTRONIC MATERIAL Classification: Large Quantity Generator Date form received by agency:02/29/1992 Site name: MORTON INTERNATIONAL/DYNACHEM Classification: Large Quantity Generator Date form received by agency:04/02/1990 Site name: MORTON INTERNATIONAL/DYNACHEM DIV Classification: Large Quantity Generator Corrective Action Summary: Event date: 03/31/1993 Event: RFA COMPLETED-ASSESSMENT WAS A RFA Event date: 03/31/1993 Event: DETERMINATION OF NEED FOR AN INVESTIGATION-INVESTIGATION IS NECESSARY Event date: 03/31/1993 Event: RFA COMPLETED Event date: 05/05/1995 Event: STABILIZATION MEASURES EVALUATION-FACILITY NOT AMENABLE TO STABILIZATION Event date: 05/05/1995 Event: CA PRIORITIZATION-LOW CA PRIORITY Event date: 09/10/2003 Event: CMS COMPLETE Event date: 02/04/2004 Event: INSTITUTIONAL CONTROLS ESTABLISHED-PROPRIETARY CONTROL Event date: 02/18/2004 Event: CA PROCESS IS TERMINATED Event date: 09/26/2011 Event: RELEASE TO GW CONTROLLED DETERMINATION-YES,APPLICABLE AS OF THIS DATE Event date: 09/26/2011 Event: HUMAN EXPOSURES CONTROLLED DETERMINATION-YES,APPLICABLE AS OF THIS DATE Event date: 09/26/2011 Event: REMEDY CONSTRUCTION-REMEDY CONSTRUCTED Event date: 02/14/2012 Event: RELEASE TO GW CONTROLLED DETERMINATION-YES,APPLICABLE AS OF THIS DATE TC5655027.2s Page 427 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SHIPLEY COMPANY, LLC (Continued) 1000333198 Event date: 02/14/2012 Event: REMEDY CONSTRUCTION-REMEDY CONSTRUCTED Event date: 02/14/2012 Event: HUMAN EXPOSURES CONTROLLED DETERMINATION-YES,APPLICABLE AS OF THIS DATE Facility Has Received Notices of Violations: Regulation violated: Not reported Area of violation: TSD IS-General Facility Standards Date violation determined: 11/11/2002 Date achieved compliance: 11/11/2002 Violation lead agency: EPA Enforcement action: FINAL CIVIL JUDICIAL ACTION FOR COMPLIANCE AND/OR MONETARY PENALTY Enforcement action date: 11/22/2005 Enf.disposition status: Not reported Enf.disp.status date: Not reported Enforcement lead agency: EPA Proposed penalty amount: Not reported Final penalty amount: 1286 Paid penalty amount: Not reported Regulation violated: Not reported Area of violation: TSD-Container Use and Management Date violation determined: 10/24/1994 Date achieved compliance: 11/01/1994 Violation lead agency: State Enforcement action: WRITTEN INFORMAL Enforcement action date: 10/24/1994 Enf.disposition status: Not reported Enf.disp.status date: Not reported Enforcement lead agency: State Proposed penalty amount: Not reported Final penalty amount: Not reported Paid penalty amount: Not reported Regulation violated: Not reported Area of violation: TSD-General Facility Standards Date violation determined: 10/24/1994 Date achieved compliance: 11/01/1994 Violation lead agency: State Enforcement action: WRITTEN INFORMAL Enforcement action date: 10/24/1994 Enf.disposition status: Not reported Enf.disp.status date: Not reported Enforcement lead agency: State Proposed penalty amount: Not reported Final penalty amount: Not reported Paid penalty amount: Not reported Regulation violated: Not reported Area of violation: TSD-Contingency Plan and Emergency Procedures Date violation determined: 10/24/1994 Date achieved compliance: 11/01/1994 Violation lead agency: State Enforcement action: WRITTEN INFORMAL Enforcement action date: 10/24/1994 TC5655027.2s Page 428 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SHIPLEY COMPANY,LLC (Continued) 1000333198 Enf.disposition status: Not reported Enf.disp.status date: Not reported Enforcement lead agency: State Proposed penalty amount: Not reported Final penalty amount: Not reported Paid penalty amount: Not reported Regulation violated: Not reported Area of violation: TSD-General Date violation determined: 04/18/1990 Date achieved compliance: 01/06/1992 Violation lead agency: State Enforcement action: WRITTEN INFORMAL Enforcement action date: 05/21/1990 Enf.disposition status: Not reported Enf.disp.status date: Not reported Enforcement lead agency: State Proposed penalty amount: Not reported Final penalty amount: Not reported Paid penalty amount: Not reported Regulation violated: Not reported Area of violation: TSD-Financial Requirements Date violation determined: 03/07/1988 Date achieved compliance: 07/26/1988 Violation lead agency: State Enforcement action: Not reported Enforcement action date: Not reported Enf.disposition status: Not reported Enf.disp.status date: Not reported Enforcement lead agency: Not reported Proposed penalty amount: Not reported Final penalty amount: Not reported Paid penalty amount: Not reported Evaluation Action Summary: Evaluation date: 11/11/2002 Evaluation: NON-FINANCIAL RECORD REVIEW Area of violation: TSD IS-General Facility Standards Date achieved compliance: 11/11/2002 Evaluation lead agency: EPA Evaluation date: 10/24/1994 Evaluation: COMPLIANCE EVALUATION INSPECTION ON-SITE Area of violation: TSD-Container Use and Management Date achieved compliance: 11/01/1994 Evaluation lead agency: State Evaluation date: 10/24/1994 Evaluation: COMPLIANCE EVALUATION INSPECTION ON-SITE Area of violation: TSD-Contingency Plan and Emergency Procedures Date achieved compliance: 11/01/1994 Evaluation lead agency: State Evaluation date: 10/24/1994 Evaluation: COMPLIANCE EVALUATION INSPECTION ON-SITE Area of violation: TSD-General Facility Standards TC5655027.2s Page 429 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SHIPLEY COMPANY,LLC (Continued) 1000333198 Date achieved compliance: 11/01/1994 Evaluation lead agency: State Evaluation date: 12/21/1993 Evaluation: COMPLIANCE EVALUATION INSPECTION ON-SITE Area of violation: Not reported Date achieved compliance: Not reported Evaluation lead agency: State Contractor/Grantee Evaluation date: 04/18/1990 Evaluation: COMPLIANCE EVALUATION INSPECTION ON-SITE Area of violation: TSD-General Date achieved compliance: 01/06/1992 Evaluation lead agency: State Evaluation date: 07/26/1988 Evaluation: COMPLIANCE EVALUATION INSPECTION ON-SITE Area of violation: Not reported Date achieved compliance: Not reported Evaluation lead agency: State Evaluation date: 07/26/1988 Evaluation: FOCUSED COMPLIANCE INSPECTION Area of violation: Not reported Date achieved compliance: Not reported Evaluation lead agency: State Evaluation date: 07/15/1988 Evaluation: FINANCIAL RECORD REVIEW Area of violation: Not reported Date achieved compliance: Not reported Evaluation lead agency: State Evaluation date: 03/07/1988 Evaluation: FINANCIAL RECORD REVIEW Area of violation: TSD-Financial Requirements Date achieved compliance: 07/26/1988 Evaluation lead agency: State RCRA-SQG: Date form received by agency:03/29/2002 Facility name: SHIPLEY COMPANY, LLC Facility address: 2631 MICHELLE DRIVE TUSTIN,CA 92780 EPA ID: CAD008334260 Mailing address: 455 FOREST STREET MARLBORO,MA 01752 Contact: ROSE PERKINS Contact address: Not reported Not reported Contact country: US Contact telephone: 508-229-7212 Contact email: Not reported EPA Region: 09 Land type: Private Classification: TSDF Description: Handler is engaged in the treatment,storage or disposal of hazardous waste TC5655027.2s Page 430 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SHIPLEY COMPANY, LLC (Continued) 1000333198 Owner/Operator Summary: Owner/operator name: ROHM&HAAS Owner/operator address: Not reported Not reported Owner/operator country: US Owner/operator telephone: Not reported Owner/operator email: Not reported Owner/operator fax: Not reported Owner/operator extension: Not reported Legal status: Private Owner/Operator Type: Owner Owner/Op start date: 09/15/1999 Owner/Op end date: Not reported Owner/operator name: SHIPLEY COMPANY LLC Owner/operator address: Not reported Not reported Owner/operator country: US Owner/operator telephone: Not reported Owner/operator email: Not reported Owner/operator fax: Not reported Owner/operator extension: Not reported Legal status: Private Owner/Operator Type: Operator Owner/Op start date: 05/01/2000 Owner/Op end date: Not reported Handler Activities Summary: U.S.importer of hazardous waste: No Mixed waste(haz.and radioactive): No Recycler of hazardous waste: No Transporter of hazardous waste: No Treater,storer or disposer of HW: No Underground injection activity: No On-site burner exemption: No Furnace exemption: No Used oil fuel burner: No Used oil processor: No User oil refiner: No Used oil fuel marketer to burner: No Used oil Specification marketer: No Used oil transfer facility: No Used oil transporter: No Historical Generators: Date form received by agency:03/29/2002 Site name: SHIPLEY COMPANY,LLC Classification: Large Quantity Generator Waste code: D001 Waste name: IGNITABLE WASTE Waste code: D002 Waste name: CORROSIVE WASTE Waste code: D003 TC5655027.2s Page 431 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SHIPLEY COMPANY, LLC (Continued) 1000333198 Waste name: REACTIVE WASTE Waste code: D004 Waste name: ARSENIC Waste code: D005 Waste name: BARIUM Waste code: D007 Waste name: CHROMIUM Waste code: D008 Waste name: LEAD Waste code: D009 Waste name: MERCURY Waste code: D011 Waste name: SILVER Waste code: D022 Waste name: CHLOROFORM Waste code: D035 Waste name: METHYL ETHYL KETONE Waste code: F001 Waste name: THE FOLLOWING SPENT HALOGENATED SOLVENTS USED IN DEGREASING: TETRACHLOROETHYLENE,TRICHLORETHYLENE,METHYLENE CHLORIDE, 1,1,1-TRICHLOROETHANE,CARBON TETRACHLORIDE AND CHLORINATED FLUOROCARBONS;ALL SPENT SOLVENT MIXTURES/BLENDS USED IN DEGREASING CONTAINING,BEFORE USE,A TOTAL OF TEN PERCENT OR MORE(BY VOLUME)OF ONE OR MORE OF THE ABOVE HALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED IN F002,F004,AND F005;AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. Waste code: F002 Waste name: THE FOLLOWING SPENT HALOGENATED SOLVENTS:TETRACHLOROETHYLENE, METHYLENE CHLORIDE,TRICHLOROETHYLENE, 1,1,1-TRICHLOROETHANE, CHLOROBENZENE, 1,1,2-TRICHLORO-1,2,2-TRIFLUOROETHANE, ORTHO-DICHLOROBENZENE,TRICHLOROFLUOROMETHANE,AND 1,1,2, TRICHLOROETHANE;ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING,BEFORE USE,A TOTAL OF TEN PERCENT OR MORE(BY VOLUME)OF ONE OR MORE OF THE ABOVE HALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED IN F001,F004,AND F005;AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. Waste code: F003 Waste name: THE FOLLOWING SPENT NONHALOGENATED SOLVENTS:XYLENE,ACETONE,ETHYL ACETATE, ETHYL BENZENE,ETHYL ETHER,METHYL ISOBUTYL KETONE,N-BUTYL ALCOHOL,CYCLOHEXANONE,AND METHANOL;ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING,BEFORE USE,ONLY THE ABOVE SPENT NONHALOGENATED SOLVENTS;AND ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING,BEFORE USE,ONE OR MORE OF THE ABOVE NONHALOGENATED SOLVENTS,AND A TOTAL OF TEN PERCENT OR MORE(BY VOLUME)OF ONE OR MORE OF THOSE SOLVENTS LISTED IN F001,F002, F004,AND F005;AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT TC5655027.2s Page 432 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SHIPLEY COMPANY, LLC (Continued) 1000333198 MIXTURES. Waste code: F005 Waste name: THE FOLLOWING SPENT NONHALOGENATED SOLVENTS:TOLUENE, METHYL ETHYL KETONE, CARBON DISULFIDE, ISOBUTANOL, PYRIDINE, BENZENE, 2-ETHOXYETHANOL,AND 2-NITROPROPANE;ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING, BEFORE USE,A TOTAL OF TEN PERCENT OR MORE(BY VOLUME)OF ONE OR MORE OF THE ABOVE NONHALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED IN F001, F002, OR F004;AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. Waste code: 0008 Waste name: 2-PROPENOIC ACID(I)(OR)ACRYLIC ACID(I) Waste code: U044 Waste name: CHLOROFORM(OR)METHANE,TRICHLORO- Waste code: U075 Waste name: DICHLORODIFLUOROMETHANE(OR)METHANE, DICHLORODIFLUORO- Waste code: U404 Waste name: ETHANAMINE, N,N-DIETHYL-(OR)TRIETHYLAMINE Date form received by agency:10/02/2001 Site name: SHIPLEY COMPANY L L C Classification: Large Quantity Generator Waste code: D000 Waste name: Not Defined Waste code: D001 Waste name: IGNITABLE WASTE Waste code: D002 Waste name: CORROSIVE WASTE Waste code: D003 Waste name: REACTIVE WASTE Waste code: D004 Waste name: ARSENIC Waste code: D007 Waste name: CHROMIUM Waste code: D008 Waste name: LEAD Waste code: D009 Waste name: MERCURY Waste code: D035 Waste name: METHYL ETHYL KETONE Waste code: F002 Waste name: THE FOLLOWING SPENT HALOGENATED SOLVENTS:TETRACHLOROETHYLENE, METHYLENE CHLORIDE,TRICHLOROETHYLENE, 1,1,1-TRICHLOROETHANE, TC5655027.2s Page 433 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SHIPLEY COMPANY,LLC (Continued) 1000333198 CHLOROBENZENE, 1,1,2-TRICHLORO-1,2,2-TRI FLU OROETHANE, ORTHO-DICHLOROBENZENE,TRICHLOROFLUOROMETHANE,AND 1,1,2, TRICHLOROETHANE;ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING,BEFORE USE,A TOTAL OF TEN PERCENT OR MORE(BY VOLUME)OF ONE OR MORE OF THE ABOVE HALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED IN F001,F004,AND F005;AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. Waste code: F003 Waste name: THE FOLLOWING SPENT NONHALOGENATED SOLVENTS:XYLENE,ACETONE,ETHYL ACETATE, ETHYL BENZENE,ETHYL ETHER,METHYL ISOBUTYL KETONE,N-BUTYL ALCOHOL,CYCLOHEXANONE,AND METHANOL;ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING,BEFORE USE,ONLY THE ABOVE SPENT NONHALOGENATED SOLVENTS;AND ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING,BEFORE USE,ONE OR MORE OF THE ABOVE NONHALOGENATED SOLVENTS,AND A TOTAL OF TEN PERCENT OR MORE(BY VOLUME)OF ONE OR MORE OF THOSE SOLVENTS LISTED IN F001,F002, F004,AND F005;AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. Waste code: F004 Waste name: THE FOLLOWING SPENT NONHALOGENATED SOLVENTS:CRESOLS,CRESYLIC ACID, AND NITROBENZENE;AND THE STILL BOTTOMS FROM THE RECOVERY OF THESE SOLVENTS;ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING,BEFORE USE,A TOTAL OF TEN PERCENT OR MORE(BY VOLUME)OF ONE OR MORE OF THE ABOVE NONHALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED IN F001,F002,AND F005;AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. Waste code: F005 Waste name: THE FOLLOWING SPENT NONHALOGENATED SOLVENTS:TOLUENE,METHYL ETHYL KETONE,CARBON DISULFIDE,ISOBUTANOL,PYRIDINE,BENZENE, 2-ETHOXYETHANOL,AND 2-NITROPROPANE;ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING,BEFORE USE,A TOTAL OF TEN PERCENT OR MORE(BY VOLUME)OF ONE OR MORE OF THE ABOVE NONHALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED IN F001,F002,OR F004;AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. Waste code: F007 Waste name: SPENT CYANIDE PLATING BATH SOLUTIONS FROM ELECTROPLATING OPERATIONS. Date form received by agency:10/12/2000 Site name: SHIPLEY RONAL Classification: Large Quantity Generator Date form received by agency:03/04/1999 Site name: MORTON ELECTRONIC MATERIALS Classification: Large Quantity Generator Date form received by agency:09/01/1996 Site name: SHIPLEY COMPANY L L C Classification: Large Quantity Generator Date form received by agency:02/12/1996 Site name: MORTON ELECTRONIC MATERIALS Classification: Large Quantity Generator TC5655027.2s Page 434 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SHIPLEY COMPANY, LLC (Continued) 1000333198 Date form received by agency:03/28/1994 Site name: MORTON ELECTRONIC MATERIAL Classification: Large Quantity Generator Date form received by agency:02/29/1992 Site name: MORTON INTERNATIONAL/DYNACHEM Classification: Large Quantity Generator Date form received by agency:04/02/1990 Site name: MORTON INTERNATIONAL/DYNACHEM DIV Classification: Large Quantity Generator Corrective Action Summary: Event date: 03/31/1993 Event: RFA COMPLETED-ASSESSMENT WAS A RFA Event date: 03/31/1993 Event: DETERMINATION OF NEED FOR AN INVESTIGATION-INVESTIGATION IS NECESSARY Event date: 03/31/1993 Event: RFA COMPLETED Event date: 05/05/1995 Event: STABILIZATION MEASURES EVALUATION-FACILITY NOT AMENABLE TO STABILIZATION Event date: 05/05/1995 Event: CA PRIORITIZATION-LOW CA PRIORITY Event date: 09/10/2003 Event: CMS COMPLETE Event date: 02/04/2004 Event: INSTITUTIONAL CONTROLS ESTABLISHED-PROPRIETARY CONTROL Event date: 02/18/2004 Event: CA PROCESS IS TERMINATED Event date: 09/26/2011 Event: RELEASE TO GW CONTROLLED DETERMINATION-YES,APPLICABLE AS OF THIS DATE Event date: 09/26/2011 Event: HUMAN EXPOSURES CONTROLLED DETERMINATION-YES,APPLICABLE AS OF THIS DATE Event date: 09/26/2011 Event: REMEDY CONSTRUCTION-REMEDY CONSTRUCTED Event date: 02/14/2012 Event: RELEASE TO GW CONTROLLED DETERMINATION-YES,APPLICABLE AS OF THIS DATE Event date: 02/14/2012 Event: REMEDY CONSTRUCTION-REMEDY CONSTRUCTED Event date: 02/14/2012 Event: HUMAN EXPOSURES CONTROLLED DETERMINATION-YES,APPLICABLE AS OF THIS DATE TC5655027.2s Page 435 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SHIPLEY COMPANY, LLC (Continued) 1000333198 Facility Has Received Notices of Violations: Regulation violated: Not reported Area of violation: TSD IS-General Facility Standards Date violation determined: 11/11/2002 Date achieved compliance: 11/11/2002 Violation lead agency: EPA Enforcement action: FINAL CIVIL JUDICIAL ACTION FOR COMPLIANCE AND/OR MONETARY PENALTY Enforcement action date: 11/22/2005 Enf.disposition status: Not reported Enf.disp.status date: Not reported Enforcement lead agency: EPA Proposed penalty amount: Not reported Final penalty amount: 1286 Paid penalty amount: Not reported Regulation violated: Not reported Area of violation: TSD-Container Use and Management Date violation determined: 10/24/1994 Date achieved compliance: 11/01/1994 Violation lead agency: State Enforcement action: WRITTEN INFORMAL Enforcement action date: 10/24/1994 Enf.disposition status: Not reported Enf.disp.status date: Not reported Enforcement lead agency: State Proposed penalty amount: Not reported Final penalty amount: Not reported Paid penalty amount: Not reported Regulation violated: Not reported Area of violation: TSD-General Facility Standards Date violation determined: 10/24/1994 Date achieved compliance: 11/01/1994 Violation lead agency: State Enforcement action: WRITTEN INFORMAL Enforcement action date: 10/24/1994 Enf.disposition status: Not reported Enf.disp.status date: Not reported Enforcement lead agency: State Proposed penalty amount: Not reported Final penalty amount: Not reported Paid penalty amount: Not reported Regulation violated: Not reported Area of violation: TSD-Contingency Plan and Emergency Procedures Date violation determined: 10/24/1994 Date achieved compliance: 11/01/1994 Violation lead agency: State Enforcement action: WRITTEN INFORMAL Enforcement action date: 10/24/1994 Enf.disposition status: Not reported Enf.disp.status date: Not reported Enforcement lead agency: State Proposed penalty amount: Not reported Final penalty amount: Not reported Paid penalty amount: Not reported TC5655027.2s Page 436 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SHIPLEY COMPANY,LLC (Continued) 1000333198 Regulation violated: Not reported Area of violation: TSD-General Date violation determined: 04/18/1990 Date achieved compliance: 01/06/1992 Violation lead agency: State Enforcement action: WRITTEN INFORMAL Enforcement action date: 05/21/1990 Enf.disposition status: Not reported Enf.disp.status date: Not reported Enforcement lead agency: State Proposed penalty amount: Not reported Final penalty amount: Not reported Paid penalty amount: Not reported Regulation violated: Not reported Area of violation: TSD-Financial Requirements Date violation determined: 03/07/1988 Date achieved compliance: 07/26/1988 Violation lead agency: State Enforcement action: Not reported Enforcement action date: Not reported Enf.disposition status: Not reported Enf.disp.status date: Not reported Enforcement lead agency: Not reported Proposed penalty amount: Not reported Final penalty amount: Not reported Paid penalty amount: Not reported Evaluation Action Summary: Evaluation date: 11/11/2002 Evaluation: NON-FINANCIAL RECORD REVIEW Area of violation: TSD IS-General Facility Standards Date achieved compliance: 11/11/2002 Evaluation lead agency: EPA Evaluation date: 10/24/1994 Evaluation: COMPLIANCE EVALUATION INSPECTION ON-SITE Area of violation: TSD-Container Use and Management Date achieved compliance: 11/01/1994 Evaluation lead agency: State Evaluation date: 10/24/1994 Evaluation: COMPLIANCE EVALUATION INSPECTION ON-SITE Area of violation: TSD-Contingency Plan and Emergency Procedures Date achieved compliance: 11/01/1994 Evaluation lead agency: State Evaluation date: 10/24/1994 Evaluation: COMPLIANCE EVALUATION INSPECTION ON-SITE Area of violation: TSD-General Facility Standards Date achieved compliance: 11/01/1994 Evaluation lead agency: State Evaluation date: 12/21/1993 Evaluation: COMPLIANCE EVALUATION INSPECTION ON-SITE Area of violation: Not reported Date achieved compliance: Not reported TC5655027.2s Page 437 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SHIPLEY COMPANY,LLC (Continued) 1000333198 Evaluation lead agency: State Contractor/Grantee Evaluation date: 04/18/1990 Evaluation: COMPLIANCE EVALUATION INSPECTION ON-SITE Area of violation: TSD-General Date achieved compliance: 01/06/1992 Evaluation lead agency: State Evaluation date: 07/26/1988 Evaluation: COMPLIANCE EVALUATION INSPECTION ON-SITE Area of violation: Not reported Date achieved compliance: Not reported Evaluation lead agency: State Evaluation date: 07/26/1988 Evaluation: FOCUSED COMPLIANCE INSPECTION Area of violation: Not reported Date achieved compliance: Not reported Evaluation lead agency: State Evaluation date: 07/15/1988 Evaluation: FINANCIAL RECORD REVIEW Area of violation: Not reported Date achieved compliance: Not reported Evaluation lead agency: State Evaluation date: 03/07/1988 Evaluation: FINANCIAL RECORD REVIEW Area of violation: TSD-Financial Requirements Date achieved compliance: 07/26/1988 Evaluation lead agency: State US INST CONTROL: EPA ID: CAD008334260 Site ID: Not reported Name: SHIPLEY COMPANY,LLC Action Name: Not reported Address: 2631 MICHELLE DRIVE TUSTIN,CA 92780 EPA Region: 9 County: ORANGE Event Code: CA772PR Inst.Control: Not reported Actual Date: 02/04/2004 Complet.Date: 01/01/1900 Operable Unit: Not reported Contaminated Media: Not reported Contact Name: ROSE PERKINS Contact Phone and Ext:508-229-7212 Event Code Description:INSTITUTIONAL CONTROLS ESTABLISHED-PROPRIETARY CONTROL 2020 COR ACTION: EPA ID: CAD008334260 Region: 9 Action: Remedy Construction TC5655027.2s Page 438 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SHIPLEY COMPANY, LLC (Continued) 1000333198 FINDS: Registry ID: 110057051229 Environmental Interest/Information System STATE MASTER dirk this hgpprlink while viewing on your computer to access additional FINDS:detail in the EDR Site Report. S79 SHIPLEY COMPANY, LLC LUST S112949511 NNE 2631 MICHELLE DRIVE DEED N/A 1/4-1/2 TUSTIN,CA 92780 HAZNET 0.325 mi. CERS 1717 ft. Site 3 of 4 in cluster S Relative: ORANGE CO.LUST: Higher Region: ORANGE Actual: Facility Id: 86UT104 76 ft. Released Substance: Methyl ethyl ketones Date Closed: 06/14/1989 Record ID: RO0000927 DEED: Envirostor ID: Not reported Area: Not reported Sub Area: Not reported Site Type: Deed Restrictions/Deed Notices of Declaration of Restrictions Status: Not reported Agency: Not reported Covenant Uploaded: Not reported Deed Date(s): Not reported File Name: HWMP Restrictions HAZN ET: Site Name: I-5 SELF STORAGE,LLC Year: 2005 GEPAID: CAC002597257 Contact: RANDY SCOTT WONG Telephone: 9497184420 Mailing Name: Not reported Mailing Address: 620 NEWPORT CENTER DR Mailing City,St,Zip: NEWPORT BEACH,CA 926606420 Gen County: Not reported TSD EPA ID: CAT080033681 TSD County: Not reported Waste Category: Alkaline solution without metals pH >=12.5 Disposal Method: Not reported Tons: 0.09 Cat Decode: Not reported Method Decode: Not reported Facility County: Orange CERS TANKS: Site ID: 482003 TC5655027.2s Page 439 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SHIPLEY COMPANY, LLC (Continued) S112949511 CERS ID: 110000782001 Site Name: SHIPLEY COMPANY,LLC CERS Description: US EPA Air Emission Inventory System(EIS) Affiliation: Affiliation Type Desc: Environmental Contact Entity Name: ROSE PERKINS Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported Affiliation Type Desc: Public Contact Entity Name: J R KIEHL Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported S80 DYNACHEM CORPORATION LUST S104160931 NNE 2631 MICHELLE DRIVE HIST UST N/A 1/4-1/2 TUSTIN,CA 92680 HWP 0.325 mi. 1717 ft. Site 4 of 4 in cluster S Relative: LUST REG 8: Higher Region: 8 Actual: County: Orange 76 ft. Regional Board: Santa Ana Region Facility Status: Case Closed Case Number: 083000291T Local Case Num: 86UT104 Case Type: Aquifer affected Substance: Methyl Ethyl Ketones Qty Leaked: Not reported Abate Method: Not reported Cross Street: MYFORD Enf Type: Not reported Funding: State Funds How Discovered: Tank Closure How Stopped: Not reported Leak Cause: LINK Leak Source: LINK Global ID: T0605900227 How Stopped Date: 6/26/1986 Enter Date: 12/31/1986 Date Confirmation of Leak Began: Not reported Date Preliminary Assessment Began: Not reported Discover Date: 6/26/1986 Enforcement Date: Not reported Close Date: 8/4/1989 TC5655027.2s Page 440 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number DYNACHEM CORPORATION (Continued) S104160931 Date Prelim Assessment Workplan Submitted: Not reported Date Pollution Characterization Began: 9/2/1987 Date Remediation Plan Submitted: Not reported Date Remedial Action Underway: Not reported Date Post Remedial Action Monitoring: Not reported Enter Date: 12/31/1986 GW Qualifies: Not reported Soil Qualifies: Not reported Operator: Not reported Facility Contact: Not reported Interim: Not reported Oversite Program: LUST Latitude: 33.7215518 Longitude: -117.8018616 MTBE Date: Not reported Max MTBE GW: Not reported MTBE Concentration: 0 Max MTBE Soil: Not reported MTBE Fuel: 0 MTBE Tested: Not Required to be Tested. MTBE Class: Staff: PAH Staff Initials: Not reported Lead Agency: Local Agency Local Agency: 30000 Hydr Basin#: COASTAL PLAIN OF ORA Beneficial: Not reported Priority: Not reported Cleanup Fund Id: Not reported Work Suspended: Not reported Summary: THREE TANKS,ALL 10,500 GAL.,ARE INVOLVED.TWO OF THE TANKS WERE USED FOR MEK STORAGE WHICH WAS DISCONTINUED IN 1974. THE MEK CONTAMINATION WAS IN THE EXCAVATION ASSOCIATED WITH THESE 2 TANKS. THE 3RD TANK,DIESEL,WAS REMOVED ALSO. HIST UST: File Number: 0002EBDF URL: hftp://geotracker.waterboards.ca.gov/ustpdfs/pdf/0002EBDF.pdf Region: Not reported Facility ID: Not reported Facility Type: Not reported Other Type: Not reported Contact Name: Not reported Telephone: Not reported Owner Name: Not reported Owner Address: Not reported Owner City,St,Zip: Not reported Total Tanks: Not reported Tank Num: Not reported Container Num: Not reported Year Installed: Not reported Tank Capacity: Not reported Tank Used for: Not reported Type of Fuel: Not reported Container Construction Thickness: Not reported Leak Detection: Not reported TC5655027.2s Page 441 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number DYNACHEM CORPORATION (Continued) S104160931 Click here for Geo Tracker PDF: HWP: EPA Id: CAD008334260 Cleanup Status: CLOSED Latitude: 33.72209 Longitude: -117.8011 Facility Type: Historical-Non-Operating Facility Size: Not reported Team: Not reported Supervisor: Not reported Site Code: 400284,401054 Assembly District: 68 Senate District: 37 Public Information Officer: Not reported Public Information Officer: Not reported Activities: EPA Id: CAD008334260 Facility Type: Historical-Non-Operating Unit Names: CONTAIN1,CONTAIN2 Event Description: New Operating Permit-FINAL PERMIT Actual Date: 06/28/1986 EPA Id: CAD008334260 Facility Type: Historical-Non-Operating Unit Names: CONTAIN1,CONTAIN2 Event Description: New Operating Permit-FINAL PERMIT(EXPIRES) Actual Date: 06/28/1991 EPA Id: CAD008334260 Facility Type: Historical-Non-Operating Unit Names: CONTAIN3 Event Description: Renewal-Historical-FINAL PERMIT RENEWAL(EFFECTIVE) Actual Date: 08/18/1993 EPA Id: CAD008334260 Facility Type: Historical-Non-Operating Unit Names: CONTAIN3 Event Description: Renewal-Historical-TECHNICAL COMPLETE LETTER Actual Date: 03/09/1993 EPA Id: CAD008334260 Facility Type: Historical-Non-Operating Unit Names: CONTAIN3 Event Description: Renewal-Historical-FINAL PERMIT RENEWAL Actual Date: 06/30/1993 EPA Id: CAD008334260 Facility Type: Historical-Non-Operating Unit Names: CONTAIN1,CONTAIN2 Event Description: New Operating Permit-PUBLIC COMMENT(BEGIN) Actual Date: 04/10/1986 EPA Id: CAD008334260 Facility Type: Historical-Non-Operating Unit Names: CONTAIN1,CONTAIN2 TC5655027.2s Page 442 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number DYNACHEM CORPORATION (Continued) S104160931 Event Description: New Operating Permit-TECHNICAL COMPLETE LETTER Actual Date: 03/09/1993 EPA Id: CAD008334260 Facility Type: Historical-Non-Operating Unit Names: CONTAIN1,CONTAIN2 Event Description: New Operating Permit-APPLICATION PART B RECEIVED Actual Date: 02/10/1986 EPA Id: CAD008334260 Facility Type: Historical-Non-Operating Unit Names: CONTAIN1,CONTAIN2 Event Description: New Operating Permit-APPLICATION PART A RECEIVED Actual Date: 11/19/1980 EPA Id: CAD008334260 Facility Type: Historical-Non-Operating Unit Names: CONTAIN3 Event Description: Renewal-Historical-PUBLIC COMMENT(BEGIN) Actual Date: 04/22/1993 EPA Id: CAD008334260 Facility Type: Historical-Non-Operating Unit Names: CONTAIN3 Event Description: Renewal-Historical-APPLICATION PART A RECEIVED Actual Date: 11/19/1980 EPA Id: CAD008334260 Facility Type: Historical-Non-Operating Unit Names: CONTAIN3 Event Description: Renewal-Historical-APPLICATION PART B RECEIVED Actual Date: 06/26/1991 EPA Id: CAD008334260 Facility Type: Historical-Non-Operating Unit Names: CONTAIN1,CONTAIN2 Event Description: New Operating Permit-FINAL PERMIT(EFFECTIVE) Actual Date: 06/28/1986 EPA Id: CAD008334260 Facility Type: Historical-Non-Operating Unit Names: CONTAIN1,CONTAIN2 Event Description: New Operating Permit-CALL-IN LETTER ISSUED Actual Date: 05/30/1984 Closure: EPA Id: CAD008334260 Facility Type: Historical-Non-Operating Unit Names: CONTAIN1,CONTAIN2,CONTAIN3 Event Description: Closure Final-ISSUE CLOSURE VERIFICATION Actual Date: 09/20/1996 Alias: EPA Id: CAD008334260 Facility Type: Historical-Non-Operating Alias Type: Project Code(Site Code) TC5655027.2s Page 443 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number DYNACHEM CORPORATION (Continued) S104160931 Alias: 400284 EPA Id: CAD008334260 Facility Type: Historical-Non-Operating Alias Type: Project Code(Site Code) Alias: 401054 Maintenance: EPA Id: CAD008334260 Title: Deed restriction for the Shipley Company, LLC dated 2/4/2004. Document Type: Deed Restriction/LUC Issued Received Date: 02/04/2004 81 DEWATERING IRVINEDEN ITRIFICAT Cortese S105774950 SE 3201 WALNUT AV ENF N/A 1/4-1/2 IRVINE,CA 0 WDS 0.381 mi. CIWQS 2013 ft. Relative: CORTESE: Lower Region: CORTESE Actual: Envirostor Id: Not reported 62 ft. Global ID: Not reported Site/Facility Type: Not reported Cleanup Status: Not reported Status Date: Not reported Site Code: Not reported Latitude: Not reported Longitude: Not reported Owner: Not reported Enf Type: Not reported Swat R: Not reported Flag: CORTESE Order No: R8-2002-0093 Waste Discharge System No: Not reported Effective Date: 12/03/2002 Region 2: 8 WID Id: 8303100001 Solid Waste Id No: Not reported Waste Management Uit Name: Not reported File Name: Cease Desist Orders&Cleanup Abatement Orders ENF: Region: 8 Facility Id: 219939 Agency Name: Ca Dept of Transportation District 12 Place Type: Utility Place Subtype: Utility Structure Facility Type: All other facilities Agency Type: State Agency #Of Agencies: 1 Place Latitude: Not reported Place Longitude: Not reported SIC Code 1: 1611 SIC Desc 1: Highway and Street Construction, Except Elevated Highways SIC Code 2: Not reported TC5655027.2s Page 444 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number DEWATERINGIRVINEDENITRIFICAT (Continued) S105774950 SIC Desc 2: Not reported SIC Code 3: Not reported SIC Desc 3: Not reported NAICS Code 1: Not reported NAICS Desc 1: Not reported NAICS Code 2: Not reported NAICS Desc 2: Not reported NAICS Code 3: Not reported NAICS Desc 3: Not reported #Of Places: 1 Source Of Facility: Reg Meas Design Flow: 1.3 Threat To Water Quality: 2 Complexity: B Pretreatment: X-Facility is not a POTW Facility Waste Type: Miscellaneous Facility Waste Type 2: Not reported Facility Waste Type 3: Not reported Facility Waste Type 4: Not reported Program: NPDNONMUNIPRCS Program Category1: NPDESWW Program Category2: NPDESWW #Of Programs: 1 WDID: 8303100001 Reg Measure Id: 144048 Reg Measure Type: NPDES Permits Region: 8 Order#: 98-028 Npdes#CA#: CA8000390 Major-Minor: Minor Npdes Type: OTH Reclamation: N-No Dredge Fill Fee: Not reported 301H: N Application Fee Amt Received: Not reported Status: Historical Status Date: 01/23/1998 Effective Date: 01/23/1998 Expiration/Review Date: 01/01/2003 Termination Date: 12/02/2002 WDR Review-Amend: Not reported WDR Review-Revise/Renew: Not reported WDR Review-Rescind: Not reported WDR Review-No Action Required: Not reported WDR Review-Pending: Not reported WDR Review-Planned: Not reported Status Enrollee: N Individual/General: I Fee Code: Not reported Direction/Voice: Passive Enforcement Id(EID): 233014 Region: 8 Order/Resolution Number: R8-1999-0059 Enforcement Action Type: Clean-up and Abatement Order Effective Date: 07/07/1999 Adoption/Issuance Date: Not reported Achieve Date: Not reported TC5655027.2s Page 445 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number DEWATERINGIRVINEDEN ITRIFICAT (Continued) S105774950 Termination Date: 12/03/2002 ACL Issuance Date: Not reported EPL Issuance Date: Not reported Status: Historical Title: CAO R8-1999-0059 for Caltrans Dist 12 Description: Not reported Program: NPDNONMUNIPRCS Latest Milestone Completion Date: Not reported #Of Programs1: 1 Total Assessment Amount: 0 Initial Assessed Amount: 0 Liability$Amount: 0 Project$Amount: 0 Liability$Paid: 0 Project$Completed: 0 Total$Paid/Completed Amount: 0 WDS: Facility ID: Santa Ana River 303100001 Facility Type: Other-Does not fall into the category of Municipal/Domestic, Industrial,Agricultural or Solid Waste(Class I, II or III) Facility Status: Active-Any facility with a continuous or seasonal discharge that is under Waste Discharge Requirements. NPDES Number: CA8000390 The 1st 2 characters designate the state.The remaining 7 are assigned by the Regional Board Subregion: 8 Facility Telephone: Not reported Facility Contact: LEE HABER Agency Name: CALTRANS-DISTRICT 12 Agency Address: 3337 MICHAELSON DR.STE. 380 Agency City,St,Zip: IRVINE 926120661 Agency Contact: GRACE PINA-GARRETT Agency Telephone: 9497242189 Agency Type: State SIC Code: 1611 SIC Code 2: Not reported Primary Waste Type: Nonhazardous Solid Wastes/Influent or Solid Wastes that contain nonhazardous putrescible and non putrescible solid,semisolid,and liquid wastes(E.G.,garbage,trash,refuse,paper,demolition and construction wastes,manure,vegetable or animal solid and semisolid waste). Primary Waste: MISCEL Waste Type2: Not reported Waste2: Miscellaneous(Includes wastes from dewatering,recreational lake overflow,swimming pool wastes,water ride wastewater,ground water seepage and other wastes of this type) Primary Waste Type: Nonhazardous Solid Wastes/Influent or Solid Wastes that contain nonhazardous putrescible and non putrescible solid,semisolid,and liquid wastes(E.G.,garbage,trash,refuse,paper,demolition and construction wastes,manure,vegetable or animal solid and semisolid waste). Secondary Waste: Not reported Secondary Waste Type:Not reported Design Flow: 1 Baseline Flow: 1 Reclamation: No reclamation requirements associated with this facility. POTW: The facility is not a POTW. TC5655027.2s Page 446 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number DEWATERING IRVINEDEN ITRIFICAT (Continued) S105774950 Treat To Water: Moderate Threat to Water Quality.A violation could have a major adverse impact on receiving biota,can cause aesthetic impairment to a significant human population,or render unusable a potential domestic or municipal water supply.Awsthetic impairment would include nuisance from a waste treatment facility. Complexity: Category B-Any facility having a physical,chemical,or biological waste treatment system(except for septic systems with subsurface disposal),or any Class II or III disposal site,or facilities without treatment systems that are complex,such as marinas with petroleum products,solid wastes,and sewage pump out facilities. CIWQS: Agency: Ca Dept of Transportation District 12 Agency Address: 1750 East 4th Street 100,Santa Ana,CA 92705 Place/Project Type: Utility Structure SIC/NAICS: 1611 Region: 8 Program: NPDNONMUNIPRCS Regulatory Measure Status: Historical Regulatory Measure Type: NPDES Permit Order Number: R8-2002-0093 WDID: 8303100001 NPDES Number: CA8000390 Adoption Date: 12/03/2002 Effective Date: 12/03/2002 Termination Date: 04/18/2008 Expiration/Review Date: 12/01/2007 Design Flow: 1.3 Major/Minor: Minor Complexity: B TTWQ: 2 Enforcement Actions within 5 years: 0 Violations within 5 years: 0 Latitude: Not reported Longitude: Not reported 82 TUSTIN PARCEL A ENVIROSTOR S100270074 West 2300 BLOCK EDINGER AVENUE N/A 1/2-1 TUSTIN,CA 92680 0.556 mi. 2934 ft. Relative: ENVIROSTOR: Lower Facility ID: 30970005 Actual: Status: No Further Action 62 ft. Status Date: 06/23/1995 Site Code: Not reported Site Type: Historical Site Type Detailed: "Historical Acres: Not reported NPL: NO Regulatory Agencies: NONE SPECIFIED Lead Agency: NONE SPECIFIED Program Manager: Not reported Supervisor: "Mmonroy Division Branch: Cleanup Cypress Assembly: 68 TC5655027.2s Page 447 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TUSTIN PARCEL A (Continued) S100270074 Senate: 37 Special Program: Not reported Restricted Use: NO Site Mgmt Req: NONE SPECIFIED Funding: Not reported Latitude: 33.7149 Longitude: -117.8151 APN: NONE SPECIFIED Past Use: NONE SPECIFIED Potential COC: NONE SPECIFIED Confirmed COC: NONE SPECIFIED Potential Description: NONE SPECIFIED Alias Name: 30970005 Alias Type: Envirostor ID Number Completed Info: Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Site Screening Completed Date: 01/21/1992 Comments: 2/8/91:Navy requested PEA oversight of Navy Housing devel.on base, south of Edinger Ave.around the 2300 blo.identified as Parcel A containing Site A-1 (approx.7.5 acres)and Site A-2(approx. 14 acres)south-west and adjacent to Site A-1.4/12/91:Navy transmitted$23,694 to cover PEA fee for 3 PEAs to be submitted after field data compiled. 1/21/92:DTSC sent comments on PEA report submitted 11/21/91 requesting that comments be addressed within 30 days in order for Department's concurrence in NFA. Future Area Name: Not reported Future Sub Area Name: Not reported Future Document Type: Not reported Future Due Date: Not reported Schedule Area Name: Not reported Schedule Sub Area Name: Not reported Schedule Document Type: Not reported Schedule Due Date: Not reported Schedule Revised Date: Not reported 83 OAK CREEK ELEMENTARY ENVIROSTOR S118756653 East DOVE CREEK/EAGLE CREEK SCH N/A 1/2-1 IRVINE,CA 92604 CERS 0.559 mi. 2952 ft. Relative: ENVIROSTOR: Higher Facility ID: 30010004 Actual: Status: No Action Required 72 ft. Status Date: 12/22/1999 Site Code: 400784 Site Type: School Investigation Site Type Detailed: School Acres: Not reported NPL: NO Regulatory Agencies: SMBRP Lead Agency: SMBRP Program Manager: Not reported Supervisor: Javier Hinojosa TC5655027.2s Page 448 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number OAK CREEK ELEMENTARY (Continued) S118756653 Division Branch: Southern California Schools&Brownfields Outreach Assembly: 68 Senate: 37 Special Program: Not reported Restricted Use: NO Site Mgmt Req: NONE SPECIFIED Funding: School District Latitude: 33.7149 Longitude: -117.7933 APN: NONE SPECIFIED Past Use: NONE Potential COC: NONE SPECIFIED No Contaminants found Confirmed COC: NONE SPECIFIED Potential Description: NMA Alias Name: IRVINE USD Alias Type: Alternate Name Alias Name: OAK CREEK ELEMENTARY Alias Type: Alternate Name Alias Name: 400784 Alias Type: Project Code(Site Code) Alias Name: 30010004 Alias Type: Envirostor ID Number Completed Info: Completed Area Name: Not reported Completed Sub Area Name: Not reported Completed Document Type: Not reported Completed Date: Not reported Comments: Not reported Future Area Name: Not reported Future Sub Area Name: Not reported Future Document Type: Not reported Future Due Date: Not reported Schedule Area Name: Not reported Schedule Sub Area Name: Not reported Schedule Document Type: Not reported Schedule Due Date: Not reported Schedule Revised Date: Not reported SCH: Facility ID: 30010004 Site Type: School Investigation Site Type Detail: School Site Mgmt. Req.: NONE SPECIFIED Acres: Not reported National Priorities List: NO Cleanup Oversight Agencies: SMBRP Lead Agency: SMBRP Lead Agency Description: DTSC-Site Cleanup Program Project Manager: Not reported Supervisor: Javier Hinojosa Division Branch: Southern California Schools&Brownfields Outreach Site Code: 400784 Assembly: 68 Senate: 37 TC5655027.2s Page 449 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number OAK CREEK ELEMENTARY (Continued) S118756653 Special Program Status: Not reported Status: No Action Required Status Date: 12/22/1999 Restricted Use: NO Funding: School District Latitude: 33.7149 Longitude: -117.7933 APN: NONE SPECIFIED Past Use: NONE Potential COC: NONE SPECIFIED,No Contaminants found Confirmed COC: NONE SPECIFIED Potential Description: NMA Alias Name: IRVINE USD Alias Type: Alternate Name Alias Name: OAK CREEK ELEMENTARY Alias Type: Alternate Name Alias Name: 400784 Alias Type: Project Code(Site Code) Alias Name: 30010004 Alias Type: Envirostor ID Number Completed Info: Completed Area Name: Not reported Completed Sub Area Name: Not reported Completed Document Type: Not reported Completed Date: Not reported Comments: Not reported Future Area Name: Not reported Future Sub Area Name: Not reported Future Document Type: Not reported Future Due Date: Not reported Schedule Area Name: Not reported Schedule Sub Area Name: Not reported Schedule Document Type: Not reported Schedule Due Date: Not reported Schedule Revised Date: Not reported CERS TANKS: Site ID: 371425 CERS ID: 30010004 Site Name: OAK CREEK ELEMENTARY CERS Description: School Investigation Affiliation: Affiliation Type Desc: Supervisor Entity Name: JAVIER HINOJOSA Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported TC5655027.2s Page 450 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number 84 TUSTIN RAD BOMB/SCORE SITE ENVIROSTOR S107737118 West N/A 1/2-1 SANTA ANA,CA 0.639 mi. 3376 ft. Relative: ENVIROSTOR: Lower Facility ID: 80000427 Actual: Status: Inactive-Needs Evaluation 63 ft. Status Date: 07/01/2005 Site Code: Not reported Site Type: Military Evaluation Site Type Detailed: FUDS Acres: Not reported NPL: NO Regulatory Agencies: SMBRP Lead Agency: SMBRP Program Manager: Not reported Supervisor: Douglas Bautista Division Branch: Cleanup Cypress Assembly: 68 Senate: 37 Special Program: Not reported Restricted Use: NO Site Mgmt Req: NONE SPECIFIED Funding: DERA Latitude: 33.71527 Longitude: -117.8166 APN: NONE SPECIFIED Past Use: NONE SPECIFIED Potential COC: Explosives(UXO,MEC Confirmed COC: NONE SPECIFIED Potential Description: NONE SPECIFIED Alias Name: CA99799F557300 Alias Type: Federal Facility ID Alias Name: J09CA0563 Alias Type: INPR Alias Name: 80000427 Alias Type: Envirostor ID Number Completed Info: Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Inventory Project Report(INPR) Completed Date: 05/17/1997 Comments: Not reported Future Area Name: Not reported Future Sub Area Name: Not reported Future Document Type: Not reported Future Due Date: Not reported Schedule Area Name: Not reported Schedule Sub Area Name: Not reported Schedule Document Type: Not reported Schedule Due Date: Not reported Schedule Revised Date: Not reported TC5655027.2s Page 451 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number T85 TUSTIN NG RIFLE RANGE RESPONSE S109611857 West APPLE TREE DR./COCO PALM DR./ALDER LANE ENVIROSTOR N/A 1/2-1 TUSTIN,CA 92780 0.659 mi. 3481 ft. Site 1 of 2 in cluster T Relative: RESPONSE: Lower Facility ID: 80000488 Actual: Site Type: State Response 64 ft. Site Type Detail: FUDS Acres: 699 National Priorities List: NO Cleanup Oversight Agencies: SMBRP Lead Agency Description: DTSC-Site Cleanup Program Project Manager: Not reported Supervisor: Douglas Bautista Division Branch: Cleanup Cypress Site Code: 401367 Site Mgmt. Req.: NONE SPECIFIED Assembly: 68 Senate: 37 Special Program Status: Not reported Status: No Further Action Status Date: 06/25/2010 Restricted Use: NO Funding: DERA Latitude: 33.71694 Longitude: -117.8169 APN: NONE SPECIFIED Past Use: FIRING RANGE-SMALL ARMS ETC... Potential COC: Explosives(UXO,MEC Confirmed COC: NONE SPECIFIED Potential Description: SOIL Alias Name: CA99799F564100 Alias Type: Federal Facility ID Alias Name: J09CA0653 Alias Type: INPR Alias Name: 401367 Alias Type: Project Code(Site Code) Alias Name: 80000488 Alias Type: Envirostor ID Number Completed Info: Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: No Further Action Letter Completed Date: 06/16/2010 Comments: May 17th,2010:DTSC sent letter concurring with No Further Department of Defense Action Indicated as recommended in the DRAFT FINAL SITE INSPECTION REPORT FOR THE TUSTIN NATIONAL GUARD RIFLE RANGE,ORANGE COUNTY,CALIFORNIA". Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Other Report Completed Date: 10/12/2009 Comments: DTSC received the final TPP memorandum inclusives of DTSC comments. Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported TC5655027.2s Page 452 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TUSTIN NG RIFLE RANGE (Continued) S109611857 Completed Document Type: Technical Workplan Completed Date: 12/15/2009 Comments: December 15,2009:DTSC received the Final Site Specific Work Plan Addendum to the Programmatic Work Plan. Future Area Name: Not reported Future Sub Area Name: Not reported Future Document Type: Not reported Future Due Date: Not reported Schedule Area Name: Not reported Schedule Sub Area Name: Not reported Schedule Document Type: Not reported Schedule Due Date: Not reported Schedule Revised Date: Not reported ENVIROSTOR: Facility ID: 80000488 Status: No Further Action Status Date: 06/25/2010 Site Code: 401367 Site Type: State Response Site Type Detailed: FUDS Acres: 699 NPL: NO Regulatory Agencies: SMBRP Lead Agency: SMBRP Program Manager: Not reported Supervisor: Douglas Bautista Division Branch: Cleanup Cypress Assembly: 68 Senate: 37 Special Program: Not reported Restricted Use: NO Site Mgmt Req: NONE SPECIFIED Funding: DERA Latitude: 33.71694 Longitude: -117.8169 APN: NONE SPECIFIED Past Use: FIRING RANGE-SMALL ARMS ETC... Potential COC: Explosives(UXO,MEC Confirmed COC: NONE SPECIFIED Potential Description: SOIL Alias Name: CA99799F564100 Alias Type: Federal Facility ID Alias Name: J09CA0653 Alias Type: INPR Alias Name: 401367 Alias Type: Project Code(Site Code) Alias Name: 80000488 Alias Type: Envirostor ID Number Completed Info: Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: No Further Action Letter Completed Date: 06/16/2010 Comments: May 17th,2010:DTSC sent letter concurring with No Further TC5655027.2s Page 453 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TUSTIN NG RIFLE RANGE (Continued) S109611857 Department of Defense Action Indicated as recommended in the DRAFT FINAL SITE INSPECTION REPORT FOR THE TUSTIN NATIONAL GUARD RIFLE RANGE,ORANGE COUNTY,CALIFORNIA". Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Other Report Completed Date: 10/12/2009 Comments: DTSC received the final TPP memorandum inclusives of DTSC comments. Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Technical Workplan Completed Date: 12/15/2009 Comments: December 15,2009: DTSC received the Final Site Specific Work Plan Addendum to the Programmatic Work Plan. Future Area Name: Not reported Future Sub Area Name: Not reported Future Document Type: Not reported Future Due Date: Not reported Schedule Area Name: Not reported Schedule Sub Area Name: Not reported Schedule Document Type: Not reported Schedule Due Date: Not reported Schedule Revised Date: Not reported T86 TUSTIN NATIL GUARD RIFLE RANGE FUDS 1007372677 West N/A 1/2-1 TUSTIN,CA 0.662 mi. 3495 ft. Site 2 of 2 in cluster T Relative: FUDS: Lower EPA Region: 09 Actual: Congressional District: 45 64 ft. FUDS Number: J09CA0653 State: CA Facility Name: TUSTIN NATIL GUARD RIFLE RANGE Fiscal Year: 2013 City: TUSTIN Federal Facility ID: CA97991`5641 Telephone: 213-452-3920 INST ID: 61211 County: ORANGE RAB: Not reported ""CORPS—DIST`": Los Angeles District(SPL) NPL Status: Not Listed CTC: 214.90000000000001 Current Owner: Other Future Prog: Not reported Description: The site consisted of 701.54 acres Current Program: Not reported History: It was used as a military rifle range during WWII Latitude Degree: 33 Latitude Minute: 43 Latitude Second: 2 Latitude Direction: N TC5655027.2s Page 454 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TUSTIN NATIL GUARD RIFLE RANGE (Continued) 1007372677 Longitude Degree: -117 Longitude Minute: 43 Longitude Second: 1 Longitude Direction: E FUDS: Inst ID: 61211 FUDS Number: J09CA0653 Facility Name: TUSTIN NATIL GUARD RIFLE RANGE **PHASE**: 4 —ARC**: Y **DIST**: SPL **MMRP**: Y **M RA I D**: J09CA065301 R01 FUDS: Inst ID: 61211 FUDS Number: J09CA0653 Facility Name: TUSTIN NATIL GUARD RIFLE RANGE **PHASE**: 4 Site ID: 01 **DIST**: SPL **MMRP**: Y **M RA I D**: J09CA065301 R01 **PROJ NO**: J09CA065301 87 K-5 RAWLINGS SCHOOL ENVIROSTOR S107736523 NNW RAWLINGS WAY/FAIRGATE DRIVE SCH N/A 1/2-1 TUSTIN,CA 92780 CERS 0.950 mi. 5018 ft. Relative: ENVIROSTOR: Higher Facility ID: 30010003 Actual: Status: No Further Action 95 ft. Status Date: 03/16/2000 Site Code: 400789 Site Type: School Investigation Site Type Detailed: School Acres: 10 NPL: NO Regulatory Agencies: DTSC Lead Agency: DTSC Program Manager: Not reported Supervisor: Shahir Haddad Division Branch: Southern California Schools&Brownfields Outreach Assembly: 68 Senate: 37 Special Program: Not reported Restricted Use: NO Site Mgmt Req: NONE SPECIFIED Funding: School District Latitude: 33.73 Longitude: -117.8110 APN: NONE SPECIFIED Past Use: AGRICULTURAL-ROW CROPS Potential COC: DDT DDE DDD Endrin Lead TC5655027.2s Page 455 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number K-5 RAWLINGS SCHOOL (Continued) S107736523 Confirmed COC: NONE SPECIFIED Potential Description: SOIL Alias Name: IRVINE COMMUNITY DEVELOPMENT COMPANY Alias Type: Alternate Name Alias Name: RAWLINGS SCHOOL SITE TUSTIN USD AKA IRVI Alias Type: Alternate Name Alias Name: TUSTIN RANCH/K-5 RAWLINGS SCH (PROPOSED) Alias Type: Alternate Name Alias Name: TUSTIN RANCH/K-5 RAWLINGS SCHOOL Alias Type: Alternate Name Alias Name: TUSTIN UNIFIED SCHOOL DISTRICT Alias Type: Alternate Name Alias Name: 400789 Alias Type: Project Code(Site Code) Alias Name: 30010003 Alias Type: Envirostor ID Number Completed Info: Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Preliminary Endangerment Assessment Report Completed Date: 01/14/2000 Comments: Not reported Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: "Workplan Completed Date: 11/18/1999 Comments: Reviewed the PEA workplan in it's entirely,wrote a draft memo,and finalized the memo for copying and distribution.Approved Work Plan for the proposed Rawlings School site,discussed project with Buzz Chernoff,DTSC. Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Environmental Oversight Agreement Completed Date: 03/16/2000 Comments: Not reported Future Area Name: Not reported Future Sub Area Name: Not reported Future Document Type: Not reported Future Due Date: Not reported Schedule Area Name: Not reported Schedule Sub Area Name: Not reported Schedule Document Type: Not reported Schedule Due Date: Not reported Schedule Revised Date: Not reported SCH: Facility ID: 30010003 Site Type: School Investigation Site Type Detail: School Site Mgmt. Req.: NONE SPECIFIED Acres: 10 National Priorities List: NO TC5655027.2s Page 456 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number K-5 RAWLINGS SCHOOL (Continued) S107736523 Cleanup Oversight Agencies: DTSC Lead Agency: DTSC Lead Agency Description: "DTSC Project Manager: Not reported Supervisor: Shahir Haddad Division Branch: Southern California Schools&Brownfields Outreach Site Code: 400789 Assembly: 68 Senate: 37 Special Program Status: Not reported Status: No Further Action Status Date: 03/16/2000 Restricted Use: NO Funding: School District Latitude: 33.73 Longitude: -117.8110 APN: NONE SPECIFIED Past Use: AGRICULTURAL-ROW CROPS Potential COC: DDT,DDT,DDE,DDD, Endrin,Lead Confirmed COC: NONE SPECIFIED Potential Description: SOIL Alias Name: IRVINE COMMUNITY DEVELOPMENT COMPANY Alias Type: Alternate Name Alias Name: RAWLINGS SCHOOL SITE TUSTIN USD AKA IRVI Alias Type: Alternate Name Alias Name: TUSTIN RANCH/K-5 RAWLINGS SCH (PROPOSED) Alias Type: Alternate Name Alias Name: TUSTIN RANCH/K-5 RAWLINGS SCHOOL Alias Type: Alternate Name Alias Name: TUSTIN UNIFIED SCHOOL DISTRICT Alias Type: Alternate Name Alias Name: 400789 Alias Type: Project Code(Site Code) Alias Name: 30010003 Alias Type: Envirostor ID Number Completed Info: Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Preliminary Endangerment Assessment Report Completed Date: 01/14/2000 Comments: Not reported Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: "Workplan Completed Date: 11/18/1999 Comments: Reviewed the PEA workplan in it's entirely,wrote a draft memo,and finalized the memo for copying and distribution.Approved Work Plan for the proposed Rawlings School site,discussed project with Buzz Chernoff,DTSC. Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Environmental Oversight Agreement Completed Date: 03/16/2000 Comments: Not reported TC5655027.2s Page 457 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number K-5 RAWLINGS SCHOOL (Continued) S107736523 Future Area Name: Not reported Future Sub Area Name: Not reported Future Document Type: Not reported Future Due Date: Not reported Schedule Area Name: Not reported Schedule Sub Area Name: Not reported Schedule Document Type: Not reported Schedule Due Date: Not reported Schedule Revised Date: Not reported CERS TANKS: Site ID: 338897 CERS ID: 30010003 Site Name: K-5 RAWLINGS SCHOOL CERS Description: School Investigation Affiliation: Affiliation Type Desc: Supervisor Entity Name: SHAHIR HADDAD Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: Not reported 88 TUSTIN PARCEL D ENVIROSTOR S100270076 South EDINGER AVE.&HARVARD AVE. NW QUAD. N/A 1/2-1 TUSTIN,CA 92680 0.954 mi. 5038 ft. Relative: ENVIROSTOR: Lower Facility ID: 30970007 Actual: Status: No Further Action 53 ft. Status Date: 01/21/1992 Site Code: Not reported Site Type: Historical Site Type Detailed: "Historical Acres: Not reported NPL: NO Regulatory Agencies: NONE SPECIFIED Lead Agency: NONE SPECIFIED Program Manager: Not reported Supervisor: "Mmonroy Division Branch: Cleanup Cypress Assembly: 68 Senate: 37 Special Program: Not reported Restricted Use: NO Site Mgmt Req: NONE SPECIFIED Funding: Not reported Latitude: 33.72177 Longitude: -117.8267 APN: NONE SPECIFIED Past Use: NONE SPECIFIED TC5655027.2s Page 458 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TUSTIN PARCEL D (Continued) S100270076 Potential COC: NONE SPECIFIED Confirmed COC: NONE SPECIFIED Potential Description: NONE SPECIFIED Alias Name: PARCEL D-NEW FAMILY HOUSING/TUSTIN USMC Alias Type: Alternate Name Alias Name: 30970007 Alias Type: Envirostor ID Number Completed Info: Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Site Screening Completed Date: 10/28/1994 Comments: Database Validation Program confirms NFA for DTSC. Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Preliminary Endangerment Assessment Report Completed Date: 05/27/1992 Comments: PEA Report submitted 4/17/92 was approved by DTSC.Depart-ment concurs that NFA for pesticide contamination is needed at this site. Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Site Screening Completed Date: 01/21/1992 Comments: DTSC sent comments on review of PEA report received 11/21/91 requesting response within 30 days for Department concurranc with Navy's NFA recommendation. Future Area Name: Not reported Future Sub Area Name: Not reported Future Document Type: Not reported Future Due Date: Not reported Schedule Area Name: Not reported Schedule Sub Area Name: Not reported Schedule Document Type: Not reported Schedule Due Date: Not reported Schedule Revised Date: Not reported TC5655027.2s Page 459 � U � J m (n m � ❑ U N O V CD N m (0 0- U) N N O CD CDU H LU LU w O m 5 ¢ Q T) ¢ to z LU U U ¢ W 2 �[ a F O w U- U- O z F Z) C ~ E m ¢ z U a 5 U CO D 0 0 0 oo ❑ 0) 0 oo ❑ o w cn vi a 0 U m ` Z F 3 _T O 0 U F GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING To maintain currency of the following federal and state databases, EDR contacts the appropriate governmental agency on a monthly or quarterly basis,as required. Number of Days to Update:Provides confirmation that EDR is reporting records that have been updated within 90 days from the date the government agency made the information available to the public. STANDARD ENVIRONMENTAL RECORDS Federal NPL site list NPL: National Priority List National Priorities List(Superfund).The NPL is a subset of CERCLIS and identifies over 1,200 sites for priority cleanup under the Superfund Program.NPL sites may encompass relatively large areas.As such,EDR provides polygon coverage for over 1,000 NPL site boundaries produced by EPA's Environmental Photographic Interpretation Center (EPIC)and regional EPA offices. Date of Government Version:04/11/2019 Source: EPA Date Data Arrived at EDR:04/18/2019 Telephone: N/A Date Made Active in Reports:05/14/2019 Last EDR Contact:04/18/2019 Number of Days to Update:26 Next Scheduled EDR Contact:07/15/2019 Data Release Frequency:Quarterly NPL Site Boundaries Sources: EPA's Environmental Photographic Interpretation Center(EPIC) Telephone:202-564-7333 EPA Region 1 EPA Region 6 Telephone 617-918-1143 Telephone:214-655-6659 EPA Region 3 EPA Region 7 Telephone 215-814-5418 Telephone:913-551-7247 EPA Region 4 EPA Region 8 Telephone 404-562-8033 Telephone:303-312-6774 EPA Region 5 EPA Region 9 Telephone 312-886-6686 Telephone:415-947-4246 EPA Region 10 Telephone 206-553-8665 Proposed NPL: Proposed National Priority List Sites A site that has been proposed for listing on the National Priorities List through the issuance of a proposed rule in the Federal Register.EPA then accepts public comments on the site,responds to the comments,and places on the NPL those sites that continue to meet the requirements for listing. Date of Government Version:04/11/2019 Source: EPA Date Data Arrived at EDR:04/18/2019 Telephone: N/A Date Made Active in Reports:05/14/2019 Last EDR Contact:04/18/2019 Number of Days to Update:26 Next Scheduled EDR Contact:07/15/2019 Data Release Frequency:Quarterly NPL LIENS: Federal Superfund Liens Federal Superfund Liens. Under the authority granted the USEPA by CERCLA of 1980,the USEPA has the authority to file liens against real property in order to recover remedial action expenditures or when the property owner received notification of potential liability. USEPA compiles a listing of filed notices of Superfund Liens. TC5655027.2s Page GR-1 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 10/15/1991 Source: EPA Date Data Arrived at EDR:02/02/1994 Telephone: 202-564-4267 Date Made Active in Reports:03/30/1994 Last EDR Contact:08/15/2011 Number of Days to Update:56 Next Scheduled EDR Contact: 11/28/2011 Data Release Frequency:No Update Planned Federal Delisted NPL site list Delisted NPL: National Priority List Deletions The National Oil and Hazardous Substances Pollution Contingency Plan(NCP)establishes the criteria that the EPA uses to delete sites from the NPL.In accordance with 40 CFR 300.425.(e),sites may be deleted from the NPL where no further response is appropriate. Date of Government Version:04/11/2019 Source: EPA Date Data Arrived at EDR:04/18/2019 Telephone: N/A Date Made Active in Reports:05/14/2019 Last EDR Contact:04/18/2019 Number of Days to Update:26 Next Scheduled EDR Contact:07/15/2019 Data Release Frequency:Quarterly Federal CERCLIS list FEDERAL FACILITY: Federal Facility Site Information listing A listing of National Priority List(NPL)and Base Realignment and Closure(BRAC)sites found in the Comprehensive Environmental Response,Compensation and Liability Information System(CERCLIS)Database where EPA Federal Facilities Restoration and Reuse Office is involved in cleanup activities. Date of Government Version:04/03/2019 Source: Environmental Protection Agency Date Data Arrived at EDR:04/05/2019 Telephone: 703-603-8704 Date Made Active in Reports:05/14/2019 Last EDR Contact:04/05/2019 Number of Days to Update:39 Next Scheduled EDR Contact:07/15/2019 Data Release Frequency:Varies SEMS: Superfund Enterprise Management System SEMS(Superfund Enterprise Management System)tracks hazardous waste sites,potentially hazardous waste sites, and remedial activities performed in support of EPA's Superfund Program across the United States.The list was formerly know as CERCLIS,renamed to SEMS by the EPA in 2015.The list contains data on potentially hazardous waste sites that have been reported to the USEPA by states,municipalities,private companies and private persons, pursuant to Section 103 of the Comprehensive Environmental Response,Compensation,and Liability Act(CERCLA). This dataset also contains sites which are either proposed to or on the National Priorities List(NPL)and the sites which are in the screening and assessment phase for possible inclusion on the NPL. Date of Government Version:03/11/2019 Source: EPA Date Data Arrived at EDR:03/14/2019 Telephone: 800-424-9346 Date Made Active in Reports:04/17/2019 Last EDR Contact:04/18/2019 Number of Days to Update:34 Next Scheduled EDR Contact:07/29/2019 Data Release Frequency:Quarterly Federal CERCLIS NFRAP site list SEMS-ARCHIVE: Superfund Enterprise Management System Archive TC5655027.2s Page GR-2 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING SEMS-ARCHIVE(Superfund Enterprise Management System Archive)tracks sites that have no further interest under the Federal Superfund Program based on available information.The list was formerly known as the CERCLIS-NFRAP, renamed to SEMS ARCHIVE by the EPA in 2015. EPA may perform a minimal level of assessment work at a site while it is archived if site conditions change and/or new information becomes available.Archived sites have been removed and archived from the inventory of SEMS sites.Archived status indicates that,to the best of EPA's knowledge, assessment at a site has been completed and that EPA has determined no further steps will be taken to list the site on the National Priorities List(NPL),unless information indicates this decision was not appropriate or other considerations require a recommendation for listing at a later time.The decision does not necessarily mean that there is no hazard associated with a given site;it only means that.based upon available information,the location is not judged to be potential NPL site. Date of Government Version:03/11/2019 Source: EPA Date Data Arrived at EDR:03/14/2019 Telephone: 800-424-9346 Date Made Active in Reports:04/17/2019 Last EDR Contact:04/18/2019 Number of Days to Update:34 Next Scheduled EDR Contact:07/29/2019 Data Release Frequency:Quarterly Federal RCRA CORRACTS facilities list CORRACTS: Corrective Action Report CORRACTS identifies hazardous waste handlers with RCRA corrective action activity. Date of Government Version:03/25/2019 Source: EPA Date Data Arrived at EDR:03/27/2019 Telephone: 800-424-9346 Date Made Active in Reports:04/17/2019 Last EDR Contact:03/27/2019 Number of Days to Update:21 Next Scheduled EDR Contact:07/08/2019 Data Release Frequency:Quarterly Federal RCRA non-CORRACTS TSD facilities list RCRA-TSDF: RCRA-Treatment,Storage and Disposal RCRAInfo is EPA's comprehensive information system,providing access to data supporting the Resource Conservation and Recovery Act(RCRA)of 1976 and the Hazardous and Solid Waste Amendments(HSWA)of 1984.The database includes selective information on sites which generate,transport,store,treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act(RCRA).Transporters are individuals or entities that move hazardous waste from the generator offsite to a facility that can recycle,treat,store,or dispose of the waste.TSDFs treat,store,or dispose of the waste. Date of Government Version:03/25/2019 Source: Environmental Protection Agency Date Data Arrived at EDR:03/27/2019 Telephone: (415)495-8895 Date Made Active in Reports:04/17/2019 Last EDR Contact:03/27/2019 Number of Days to Update:21 Next Scheduled EDR Contact:07/08/2019 Data Release Frequency:Quarterly Federal RCRA generators list RCRA-LQG: RCRA-Large Quantity Generators RCRAInfo is EPA's comprehensive information system,providing access to data supporting the Resource Conservation and Recovery Act(RCRA)of 1976 and the Hazardous and Solid Waste Amendments(HSWA)of 1984.The database includes selective information on sites which generate,transport,store,treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act(RCRA).Large quantity generators(LQGs)generate over 1,000 kilograms(kg)of hazardous waste,or over 1 kg of acutely hazardous waste per month. Date of Government Version:03/25/2019 Source: Environmental Protection Agency Date Data Arrived at EDR:03/27/2019 Telephone: (415)495-8895 Date Made Active in Reports:04/17/2019 Last EDR Contact:03/27/2019 Number of Days to Update:21 Next Scheduled EDR Contact:07/08/2019 Data Release Frequency:Quarterly TC5655027.2s Page GR-3 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING RCRA-SQG: RCRA-Small Quantity Generators RCRAInfo is EPA's comprehensive information system,providing access to data supporting the Resource Conservation and Recovery Act(RCRA)of 1976 and the Hazardous and Solid Waste Amendments(HSWA)of 1984.The database includes selective information on sites which generate,transport,store,treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act(RCRA).Small quantity generators(SQGs)generate between 100 kg and 1,000 kg of hazardous waste per month. Date of Government Version:03/25/2019 Source: Environmental Protection Agency Date Data Arrived at EDR:03/27/2019 Telephone: (415)495-8895 Date Made Active in Reports:04/17/2019 Last EDR Contact:03/27/2019 Number of Days to Update:21 Next Scheduled EDR Contact:07/08/2019 Data Release Frequency:Quarterly RCRA-CESQG: RCRA-Conditionally Exempt Small Quantity Generators RCRAInfo is EPA's comprehensive information system,providing access to data supporting the Resource Conservation and Recovery Act(RCRA)of 1976 and the Hazardous and Solid Waste Amendments(HSWA)of 1984.The database includes selective information on sites which generate,transport,store,treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act(RCRA).Conditionally exempt small quantity generators (CESQGs)generate less than 100 kg of hazardous waste,or less than 1 kg of acutely hazardous waste per month. Date of Government Version:03/25/2019 Source: Environmental Protection Agency Date Data Arrived at EDR:03/27/2019 Telephone: (415)495-8895 Date Made Active in Reports:04/17/2019 Last EDR Contact:03/27/2019 Number of Days to Update:21 Next Scheduled EDR Contact:07/08/2019 Data Release Frequency:Quarterly Federal institutional controls/engineering controls registries LUCIS: Land Use Control Information System LUCIS contains records of land use control information pertaining to the former Navy Base Realignment and Closure properties. Date of Government Version:02/22/2019 Source: Department of the Navy Date Data Arrived at EDR:03/07/2019 Telephone: 843-820-7326 Date Made Active in Reports:04/17/2019 Last EDR Contact:05/10/2019 Number of Days to Update:41 Next Scheduled EDR Contact:08/26/2019 Data Release Frequency:Varies US ENG CONTROLS: Engineering Controls Sites List A listing of sites with engineering controls in place.Engineering controls include various forms of caps,building foundations,liners,and treatment methods to create pathway elimination for regulated substances to enter environmental media or effect human health. Date of Government Version:01/31/2019 Source: Environmental Protection Agency Date Data Arrived at EDR:02/04/2019 Telephone: 703-603-0695 Date Made Active in Reports:03/08/2019 Last EDR Contact:02/04/2019 Number of Days to Update:32 Next Scheduled EDR Contact:06/10/2019 Data Release Frequency:Varies US INST CONTROL: Sites with Institutional Controls A listing of sites with institutional controls in place. Institutional controls include administrative measures, such as groundwater use restrictions,construction restrictions,property use restrictions,and post remediation care requirements intended to prevent exposure to contaminants remaining on site.Deed restrictions are generally required as part of the institutional controls. Date of Government Version:01/31/2019 Source: Environmental Protection Agency Date Data Arrived at EDR:02/04/2019 Telephone: 703-603-0695 Date Made Active in Reports:03/08/2019 Last EDR Contact:02/04/2019 Number of Days to Update:32 Next Scheduled EDR Contact:06/10/2019 Data Release Frequency:Varies TC5655027.2s Page GR-4 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Federal ERNS list ERNS: Emergency Response Notification System Emergency Response Notification System. ERNS records and stores information on reported releases of oil and hazardous substances. Date of Government Version:03/25/2019 Source: National Response Center, United States Coast Guard Date Data Arrived at EDR:03/26/2019 Telephone: 202-267-2180 Date Made Active in Reports:05/01/2019 Last EDR Contact:03/26/2019 Number of Days to Update:36 Next Scheduled EDR Contact:07/08/2019 Data Release Frequency:Quarterly State-and tribal-equivalent NPL RESPONSE: State Response Sites Identifies confirmed release sites where DTSC is involved in remediation,either in a lead or oversight capacity. These confirmed release sites are generally high-priority and high potential risk. Date of Government Version:01/28/2019 Source: Department of Toxic Substances Control Date Data Arrived at EDR:01/29/2019 Telephone: 916-323-3400 Date Made Active in Reports:03/05/2019 Last EDR Contact:04/30/2019 Number of Days to Update:35 Next Scheduled EDR Contact:08/12/2019 Data Release Frequency:Quarterly State-and tribal-equivalent CERCL/S ENVIROSTOR: EnviroStor Database The Department of Toxic Substances Control's(DTSC's)Site Mitigation and Brownfields Reuse Program's(SMBRP's) EnviroStor database identifes sites that have known contamination or sites for which there may be reasons to investigate further.The database includes the following site types:Federal Superfund sites(National Priorities List(NPL)); State Response,including Military Facilities and State Superfund;Voluntary Cleanup;and School sites.EnviroStor provides similar information to the information that was available in CalSites,and provides additional site information, including,but not limited to,identification of formerly-contaminated properties that have been released for reuse,properties where environmental deed restrictions have been recorded to prevent inappropriate land uses, and risk characterization information that is used to assess potential impacts to public health and the environment at contaminated sites. Date of Government Version:01/28/2019 Source: Department of Toxic Substances Control Date Data Arrived at EDR:01/29/2019 Telephone: 916-323-3400 Date Made Active in Reports:03/05/2019 Last EDR Contact:04/30/2019 Number of Days to Update:35 Next Scheduled EDR Contact:08/12/2019 Data Release Frequency:Quarterly State and tribal landfill and/or solid waste disposal site lists SWF/LF(SWIS): Solid Waste Information System Active,Closed and Inactive Landfills.SWF/LF records typically contain an inve ntory of solid waste disposal facilities or landfills.These may be active or i nactive facilities or open dumps that failed to meet RCRA Section 4004 criteria for solid waste landfills or disposal sites. Date of Government Version:02/11/2019 Source: Department of Resources Recycling and Recovery Date Data Arrived at EDR:02/12/2019 Telephone: 916-341-6320 Date Made Active in Reports:03/05/2019 Last EDR Contact:05/14/2019 Number of Days to Update:21 Next Scheduled EDR Contact:08/26/2019 Data Release Frequency:Quarterly State and tribal leaking storage tank lists TC5655027.2s Page GR-5 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING LUST REG 5: Leaking Underground Storage Tank Database Leaking Underground Storage Tank locations.Alameda,Alpine,Amador,Butte,Colusa,Contra Costa,Calveras,EI Dorado, Fresno,Glenn,Kern,Kings,Lake,Lassen,Madera,Mariposa,Merced,Modoc,Napa,Nevada,Placer,Plumas, Sacramento,San Joaquin,Shasta,Solano,Stanislaus,Sutter,Tehama,Tulare,Tuolumne,Yolo,Yuba counties. Date of Government Version:07/01/2008 Source: California Regional Water Quality Control Board Central Valley Region(5) Date Data Arrived at EDR:07/22/2008 Telephone: 916-464-4834 Date Made Active in Reports:07/31/2008 Last EDR Contact:07/01/2011 Number of Days to Update:9 Next Scheduled EDR Contact: 10/17/2011 Data Release Frequency:No Update Planned LUST: Leaking Underground Fuel Tank Report(GEOTRACKER) Leaking Underground Storage Tank(LUST)Sites included in GeoTracker.GeoTracker is the Water Boards data management system for sites that impact,or have the potential to impact,water quality in California,with emphasis on groundwater. Date of Government Version: 12/10/2018 Source: State Water Resources Control Board Date Data Arrived at EDR:12/11/2018 Telephone: see region list Date Made Active in Reports:01/15/2019 Last EDR Contact:12/11/2018 Number of Days to Update:35 Next Scheduled EDR Contact:03/25/2019 Data Release Frequency:Quarterly LUST REG 9: Leaking Underground Storage Tank Report Orange, Riverside,San Diego counties. For more current information,please refer to the State Water Resources Control Board's LUST database. Date of Government Version:03/01/2001 Source: California Regional Water Quality Control Board San Diego Region(9) Date Data Arrived at EDR:04/23/2001 Telephone: 858-637-5595 Date Made Active in Reports:05/21/2001 Last EDR Contact:09/26/2011 Number of Days to Update:28 Next Scheduled EDR Contact:01/09/2012 Data Release Frequency:No Update Planned LUST REG 8: Leaking Underground Storage Tanks California Regional Water Quality Control Board Santa Ana Region(8). For more current information,please refer to the State Water Resources Control Board's LUST database. Date of Government Version:02/14/2005 Source: California Regional Water Quality Control Board Santa Ana Region(8) Date Data Arrived at EDR:02/15/2005 Telephone: 909-782-4496 Date Made Active in Reports:03/28/2005 Last EDR Contact:08/15/2011 Number of Days to Update:41 Next Scheduled EDR Contact: 11/28/2011 Data Release Frequency:Varies LUST REG 7: Leaking Underground Storage Tank Case Listing Leaking Underground Storage Tank locations. Imperial, Riverside,San Diego,Santa Barbara counties. Date of Government Version:02/26/2004 Source: California Regional Water Quality Control Board Colorado River Basin Region(7) Date Data Arrived at EDR:02/26/2004 Telephone: 760-776-8943 Date Made Active in Reports:03/24/2004 Last EDR Contact:08/01/2011 Number of Days to Update:27 Next Scheduled EDR Contact: 11/14/2011 Data Release Frequency:No Update Planned LUST REG 6V: Leaking Underground Storage Tank Case Listing Leaking Underground Storage Tank locations. Inyo,Kern,Los Angeles,Mono,San Bernardino counties. Date of Government Version:06/07/2005 Source: California Regional Water Quality Control Board Victorville Branch Office(6) Date Data Arrived at EDR:06/07/2005 Telephone: 760-241-7365 Date Made Active in Reports:06/29/2005 Last EDR Contact:09/12/2011 Number of Days to Update:22 Next Scheduled EDR Contact: 12/26/2011 Data Release Frequency:No Update Planned TC5655027.2s Page GR-6 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING LUST REG 6L: Leaking Underground Storage Tank Case Listing For more current information,please refer to the State Water Resources Control Board's LUST database. Date of Government Version:09/09/2003 Source: California Regional Water Quality Control Board Lahontan Region(6) Date Data Arrived at EDR:09/10/2003 Telephone: 530-542-5572 Date Made Active in Reports: 10/07/2003 Last EDR Contact:09/12/2011 Number of Days to Update:27 Next Scheduled EDR Contact: 12/26/2011 Data Release Frequency:No Update Planned LUST REG 4: Underground Storage Tank Leak List Los Angeles,Ventura counties. For more current information,please refer to the State Water Resources Control Board's LUST database. Date of Government Version:09/07/2004 Source: California Regional Water Quality Control Board Los Angeles Region(4) Date Data Arrived at EDR:09/07/2004 Telephone: 213-576-6710 Date Made Active in Reports: 10/12/2004 Last EDR Contact:09/06/2011 Number of Days to Update:35 Next Scheduled EDR Contact: 12/19/2011 Data Release Frequency:No Update Planned LUST REG 3: Leaking Underground Storage Tank Database Leaking Underground Storage Tank locations.Monterey,San Benito,San Luis Obispo,Santa Barbara,Santa Cruz counties. Date of Government Version:05/19/2003 Source: California Regional Water Quality Control Board Central Coast Region(3) Date Data Arrived at EDR:05/19/2003 Telephone: 805-542-4786 Date Made Active in Reports:06/02/2003 Last EDR Contact:07/18/2011 Number of Days to Update:14 Next Scheduled EDR Contact: 10/31/2011 Data Release Frequency:No Update Planned LUST REG 2: Fuel Leak List Leaking Underground Storage Tank locations.Alameda,Contra Costa,Marin,Napa,San Francisco,San Mateo,Santa Clara,Solano,Sonoma counties. Date of Government Version:09/30/2004 Source: California Regional Water Quality Control Board San Francisco Bay Region(2) Date Data Arrived at EDR:10/20/2004 Telephone: 510-622-2433 Date Made Active in Reports: 11/19/2004 Last EDR Contact:09/19/2011 Number of Days to Update:30 Next Scheduled EDR Contact:01/02/2012 Data Release Frequency:Quarterly LUST REG 1: Active Toxic Site Investigation Del Norte,Humboldt,Lake,Mendocino,Modoc,Siskiyou,Sonoma,Trinity counties.For more current information, please refer to the State Water Resources Control Board's LUST database. Date of Government Version:02/01/2001 Source: California Regional Water Quality Control Board North Coast(1) Date Data Arrived at EDR:02/28/2001 Telephone: 707-570-3769 Date Made Active in Reports:03/29/2001 Last EDR Contact:08/01/2011 Number of Days to Update:29 Next Scheduled EDR Contact: 11/14/2011 Data Release Frequency:No Update Planned INDIAN LUST R7: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Iowa,Kansas,and Nebraska Date of Government Version:02/19/2019 Source: EPA Region 7 Date Data Arrived at EDR:03/07/2019 Telephone: 913-551-7003 Date Made Active in Reports:05/01/2019 Last EDR Contact:04/26/2019 Number of Days to Update:55 Next Scheduled EDR Contact:08/05/2019 Data Release Frequency:Varies INDIAN LUST R8: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Colorado,Montana,North Dakota,South Dakota,Utah and Wyoming. TC5655027.2s Page GR-7 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 10/16/2018 Source: EPA Region 8 Date Data Arrived at EDR:03/07/2019 Telephone: 303-312-6271 Date Made Active in Reports:05/01/2019 Last EDR Contact:04/26/2019 Number of Days to Update:55 Next Scheduled EDR Contact:08/05/2019 Data Release Frequency:Varies INDIAN LUST R9: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Arizona,California,New Mexico and Nevada Date of Government Version: 10/10/2018 Source: Environmental Protection Agency Date Data Arrived at EDR:03/08/2019 Telephone: 415-972-3372 Date Made Active in Reports:05/01/2019 Last EDR Contact:04/26/2019 Number of Days to Update:54 Next Scheduled EDR Contact:08/05/2019 Data Release Frequency:Varies INDIAN LUST R10: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Alaska, Idaho,Oregon and Washington. Date of Government Version: 10/17/2018 Source: EPA Region 10 Date Data Arrived at EDR:03/07/2019 Telephone: 206-553-2857 Date Made Active in Reports:05/01/2019 Last EDR Contact:04/26/2019 Number of Days to Update:55 Next Scheduled EDR Contact:08/05/2019 Data Release Frequency:Varies INDIAN LUST R5: Leaking Underground Storage Tanks on Indian Land Leaking underground storage tanks located on Indian Land in Michigan,Minnesota and Wisconsin. Date of Government Version: 10/12/2018 Source: EPA, Region 5 Date Data Arrived at EDR:03/07/2019 Telephone: 312-886-7439 Date Made Active in Reports:05/01/2019 Last EDR Contact:04/26/2019 Number of Days to Update:55 Next Scheduled EDR Contact:08/05/2019 Data Release Frequency:Varies INDIAN LUST R4: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Florida,Mississippi and North Carolina. Date of Government Version:09/24/2018 Source: EPA Region 4 Date Data Arrived at EDR:03/12/2019 Telephone: 404-562-8677 Date Made Active in Reports:05/01/2019 Last EDR Contact:04/26/2019 Number of Days to Update:50 Next Scheduled EDR Contact:08/05/2019 Data Release Frequency:Varies INDIAN LUST R6: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in New Mexico and Oklahoma. Date of Government Version: 11/01/2018 Source: EPA Region 6 Date Data Arrived at EDR:03/07/2019 Telephone: 214-665-6597 Date Made Active in Reports:05/01/2019 Last EDR Contact:04/26/2019 Number of Days to Update:55 Next Scheduled EDR Contact:08/05/2019 Data Release Frequency:Varies INDIAN LUST R1: Leaking Underground Storage Tanks on Indian Land A listing of leaking underground storage tank locations on Indian Land. Date of Government Version: 10/13/2018 Source: EPA Region 1 Date Data Arrived at EDR:03/07/2019 Telephone: 617-918-1313 Date Made Active in Reports:05/01/2019 Last EDR Contact:04/26/2019 Number of Days to Update:55 Next Scheduled EDR Contact:08/05/2019 Data Release Frequency:Varies TC5655027.2s Page GR-8 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING CPS-SLIC: Statewide SLIC Cases(GEOTRACKER) Cleanup Program Sites(CPS;also known as Site Cleanups[SC]and formerly known as Spills,Leaks, Investigations, and Cleanups[SLIC]sites)included in GeoTracker.GeoTracker is the Water Boards data management system for sites that impact,or have the potential to impact,water quality in California,with emphasis on groundwater. Date of Government Version: 12/10/2018 Source: State Water Resources Control Board Date Data Arrived at EDR:12/11/2018 Telephone: 866-480-1028 Date Made Active in Reports:01/15/2019 Last EDR Contact:12/12/2018 Number of Days to Update:35 Next Scheduled EDR Contact:03/25/2019 Data Release Frequency:Varies SLIC REG 1: Active Toxic Site Investigations The SLIC(Spills,Leaks, Investigations and Cleanup)program is designed to protect and restore water quality from spills,leaks,and similar discharges. Date of Government Version:04/03/2003 Source: California Regional Water Quality Control Board,North Coast Region(1) Date Data Arrived at EDR:04/07/2003 Telephone: 707-576-2220 Date Made Active in Reports:04/25/2003 Last EDR Contact:08/01/2011 Number of Days to Update:18 Next Scheduled EDR Contact: 11/14/2011 Data Release Frequency:No Update Planned SLIC REG 2: Spills,Leaks, Investigation&Cleanup Cost Recovery Listing The SLIC(Spills,Leaks, Investigations and Cleanup)program is designed to protect and restore water quality from spills,leaks,and similar discharges. Date of Government Version:09/30/2004 Source: Regional Water Quality Control Board San Francisco Bay Region(2) Date Data Arrived at EDR:10/20/2004 Telephone: 510-286-0457 Date Made Active in Reports: 11/19/2004 Last EDR Contact:09/19/2011 Number of Days to Update:30 Next Scheduled EDR Contact:01/02/2012 Data Release Frequency:Quarterly SLIC REG 3: Spills,Leaks, Investigation&Cleanup Cost Recovery Listing The SLIC(Spills,Leaks, Investigations and Cleanup)program is designed to protect and restore water quality from spills,leaks,and similar discharges. Date of Government Version:05/18/2006 Source: California Regional Water Quality Control Board Central Coast Region(3) Date Data Arrived at EDR:05/18/2006 Telephone: 805-549-3147 Date Made Active in Reports:06/15/2006 Last EDR Contact:07/18/2011 Number of Days to Update:28 Next Scheduled EDR Contact: 10/31/2011 Data Release Frequency:Semi-Annually SLIC REG 4: Spills,Leaks, Investigation&Cleanup Cost Recovery Listing The SLIC(Spills,Leaks, Investigations and Cleanup)program is designed to protect and restore water quality from spills,leaks,and similar discharges. Date of Government Version: 11/17/2004 Source: Region Water Quality Control Board Los Angeles Region(4) Date Data Arrived at EDR:11/18/2004 Telephone: 213-576-6600 Date Made Active in Reports:01/04/2005 Last EDR Contact:07/01/2011 Number of Days to Update:47 Next Scheduled EDR Contact: 10/17/2011 Data Release Frequency:Varies SLIC REG 5: Spills,Leaks, Investigation&Cleanup Cost Recovery Listing The SLIC(Spills,Leaks, Investigations and Cleanup)program is designed to protect and restore water quality from spills,leaks,and similar discharges. Date of Government Version:04/01/2005 Source: Regional Water Quality Control Board Central Valley Region(5) Date Data Arrived at EDR:04/05/2005 Telephone: 916-464-3291 Date Made Active in Reports:04/21/2005 Last EDR Contact:09/12/2011 Number of Days to Update:16 Next Scheduled EDR Contact: 12/26/2011 Data Release Frequency:Semi-Annually TC5655027.2s Page GR-9 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING SLIC REG 6V: Spills,Leaks,Investigation&Cleanup Cost Recovery Listing The SLIC(Spills,Leaks, Investigations and Cleanup)program is designed to protect and restore water quality from spills,leaks,and similar discharges. Date of Government Version:05/24/2005 Source: Regional Water Quality Control Board,Victorville Branch Date Data Arrived at EDR:05/25/2005 Telephone: 619-241-6583 Date Made Active in Reports:06/16/2005 Last EDR Contact:08/15/2011 Number of Days to Update:22 Next Scheduled EDR Contact: 11/28/2011 Data Release Frequency:Semi-Annually SLIC REG 6L: SLIC Sites The SLIC(Spills,Leaks, Investigations and Cleanup)program is designed to protect and restore water quality from spills,leaks,and similar discharges. Date of Government Version:09/07/2004 Source: California Regional Water Quality Control Board,Lahontan Region Date Data Arrived at EDR:09/07/2004 Telephone: 530-542-5574 Date Made Active in Reports: 10/12/2004 Last EDR Contact:08/15/2011 Number of Days to Update:35 Next Scheduled EDR Contact: 11/28/2011 Data Release Frequency:No Update Planned SLIC REG 7: SLIC List The SLIC(Spills,Leaks, Investigations and Cleanup)program is designed to protect and restore water quality from spills,leaks,and similar discharges. Date of Government Version: 11/24/2004 Source: California Regional Quality Control Board,Colorado River Basin Region Date Data Arrived at EDR:11/29/2004 Telephone: 760-346-7491 Date Made Active in Reports:01/04/2005 Last EDR Contact:08/01/2011 Number of Days to Update:36 Next Scheduled EDR Contact: 11/14/2011 Data Release Frequency:No Update Planned SLIC REG 8: Spills,Leaks, Investigation&Cleanup Cost Recovery Listing The SLIC(Spills,Leaks, Investigations and Cleanup)program is designed to protect and restore water quality from spills,leaks,and similar discharges. Date of Government Version:04/03/2008 Source: California Region Water Quality Control Board Santa Ana Region(8) Date Data Arrived at EDR:04/03/2008 Telephone: 951-782-3298 Date Made Active in Reports:04/14/2008 Last EDR Contact:09/12/2011 Number of Days to Update:11 Next Scheduled EDR Contact: 12/26/2011 Data Release Frequency:Semi-Annually SLIC REG 9: Spills,Leaks, Investigation&Cleanup Cost Recovery Listing The SLIC(Spills,Leaks, Investigations and Cleanup)program is designed to protect and restore water quality from spills,leaks,and similar discharges. Date of Government Version:09/10/2007 Source: California Regional Water Quality Control Board San Diego Region(9) Date Data Arrived at EDR:09/11/2007 Telephone: 858-467-2980 Date Made Active in Reports:09/28/2007 Last EDR Contact:08/08/2011 Number of Days to Update:17 Next Scheduled EDR Contact: 11/21/2011 Data Release Frequency:Annually State and tribal registered storage tank lists FEMA UST: Underground Storage Tank Listing A listing of all FEMA owned underground storage tanks. Date of Government Version:05/15/2017 Source: FEMA Date Data Arrived at EDR:05/30/2017 Telephone: 202-646-5797 Date Made Active in Reports: 10/13/2017 Last EDR Contact:04/25/2019 Number of Days to Update:136 Next Scheduled EDR Contact:07/22/2019 Data Release Frequency:Varies TC5655027.2s Page GR-10 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING UST: Active UST Facilities Active UST facilities gathered from the local regulatory agencies Date of Government Version: 12/10/2018 Source: SWRCB Date Data Arrived at EDR:12/11/2018 Telephone: 916-341-5851 Date Made Active in Reports:01/15/2019 Last EDR Contact:12/11/2018 Number of Days to Update:35 Next Scheduled EDR Contact:03/25/2019 Data Release Frequency:Semi-Annually UST CLOSURE: Proposed Closure of Underground Storage Tank(UST)Cases UST cases that are being considered for closure by either the State Water Resources Control Board or the Executive Director have been posted for a 60-day public comment period.UST Case Closures being proposed for consideration by the State Water Resources Control Board.These are primarily UST cases that meet closure criteria under the decisional framework in State Water Board Resolution No.92-49 and other Board orders. UST Case Closures proposed for consideration by the Executive Director pursuant to State Water Board Resolution No.2012-0061.These are cases that meet the criteria of the Low-Threat UST Case Closure Policy.UST Case Closure Review Denials and Approved Orders. Date of Government Version:03/11/2019 Source: State Water Resources Control Board Date Data Arrived at EDR:03/13/2019 Telephone: 916-327-7844 Date Made Active in Reports:04/03/2019 Last EDR Contact:03/13/2019 Number of Days to Update:21 Next Scheduled EDR Contact:06/24/2019 Data Release Frequency:Varies MILITARY UST SITES: Military UST Sites(GEOTRACKER) Military ust sites Date of Government Version: 12/10/2018 Source: State Water Resources Control Board Date Data Arrived at EDR:12/11/2018 Telephone: 866-480-1028 Date Made Active in Reports:01/15/2019 Last EDR Contact:12/12/2018 Number of Days to Update:35 Next Scheduled EDR Contact:03/25/2019 Data Release Frequency:Varies AST: Aboveground Petroleum Storage Tank Facilities A listing of aboveground storage tank petroleum storage tank locations. Date of Government Version:07/06/2016 Source: California Environmental Protection Agency Date Data Arrived at EDR:07/12/2016 Telephone: 916-327-5092 Date Made Active in Reports:09/19/2016 Last EDR Contact:03/18/2019 Number of Days to Update:69 Next Scheduled EDR Contact:07/01/2019 Data Release Frequency:Quarterly INDIAN UST R4: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank(UST)database provides information about underground storage tanks on Indian land in EPA Region 4(Alabama,Florida,Georgia,Kentucky,Mississippi,North Carolina,South Carolina,Tennessee and Tribal Nations) Date of Government Version:09/24/2018 Source: EPA Region 4 Date Data Arrived at EDR:03/12/2019 Telephone: 404-562-9424 Date Made Active in Reports:05/01/2019 Last EDR Contact:04/26/2019 Number of Days to Update:50 Next Scheduled EDR Contact:08/05/2019 Data Release Frequency:Varies INDIAN UST R5: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank(UST)database provides information about underground storage tanks on Indian land in EPA Region 5(Michigan,Minnesota and Wisconsin and Tribal Nations). Date of Government Version: 10/12/2018 Source: EPA Region 5 Date Data Arrived at EDR:03/07/2019 Telephone: 312-886-6136 Date Made Active in Reports:05/01/2019 Last EDR Contact:04/26/2019 Number of Days to Update:55 Next Scheduled EDR Contact:08/05/2019 Data Release Frequency:Varies TC5655027.2s Page GR-11 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING INDIAN UST R10: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank(UST)database provides information about underground storage tanks on Indian land in EPA Region 10(Alaska,Idaho,Oregon,Washington,and Tribal Nations). Date of Government Version: 10/17/2018 Source: EPA Region 10 Date Data Arrived at EDR:03/07/2019 Telephone: 206-553-2857 Date Made Active in Reports:05/01/2019 Last EDR Contact:04/26/2019 Number of Days to Update:55 Next Scheduled EDR Contact:08/05/2019 Data Release Frequency:Varies INDIAN UST R7: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank(UST)database provides information about underground storage tanks on Indian land in EPA Region 7(Iowa,Kansas,Missouri,Nebraska,and 9 Tribal Nations). Date of Government Version: 11/07/2018 Source: EPA Region 7 Date Data Arrived at EDR:03/07/2019 Telephone: 913-551-7003 Date Made Active in Reports:05/01/2019 Last EDR Contact:04/26/2019 Number of Days to Update:55 Next Scheduled EDR Contact:08/05/2019 Data Release Frequency:Varies INDIAN UST R8: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank(UST)database provides information about underground storage tanks on Indian land in EPA Region 8(Colorado,Montana,North Dakota,South Dakota, Utah,Wyoming and 27 Tribal Nations). Date of Government Version: 10/16/2018 Source: EPA Region 8 Date Data Arrived at EDR:03/07/2019 Telephone: 303-312-6137 Date Made Active in Reports:05/01/2019 Last EDR Contact:04/26/2019 Number of Days to Update:55 Next Scheduled EDR Contact:08/05/2019 Data Release Frequency:Varies INDIAN UST R9: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank(UST)database provides information about underground storage tanks on Indian land in EPA Region 9(Arizona,California,Hawaii,Nevada,the Pacific Islands,and Tribal Nations). Date of Government Version: 10/10/2018 Source: EPA Region 9 Date Data Arrived at EDR:03/08/2019 Telephone: 415-972-3368 Date Made Active in Reports:05/01/2019 Last EDR Contact:04/26/2019 Number of Days to Update:54 Next Scheduled EDR Contact:08/05/2019 Data Release Frequency:Varies INDIAN UST R1: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank(UST)database provides information about underground storage tanks on Indian land in EPA Region 1 (Connecticut,Maine,Massachusetts,New Hampshire,Rhode Island,Vermont and ten Tribal Nations). Date of Government Version: 10/03/2018 Source: EPA, Region 1 Date Data Arrived at EDR:03/07/2019 Telephone: 617-918-1313 Date Made Active in Reports:05/01/2019 Last EDR Contact:04/26/2019 Number of Days to Update:55 Next Scheduled EDR Contact:08/05/2019 Data Release Frequency:Varies INDIAN UST R6: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank(UST)database provides information about underground storage tanks on Indian land in EPA Region 6(Louisiana,Arkansas,Oklahoma,New Mexico,Texas and 65 Tribes). Date of Government Version: 11/01/2018 Source: EPA Region 6 Date Data Arrived at EDR:03/07/2019 Telephone: 214-665-7591 Date Made Active in Reports:05/01/2019 Last EDR Contact:04/26/2019 Number of Days to Update:55 Next Scheduled EDR Contact:08/05/2019 Data Release Frequency:Varies TC5655027.2s Page GR-12 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING State and tribal voluntary cleanup sites INDIAN VCP R7: Voluntary Cleanup Priority Lisitng A listing of voluntary cleanup priority sites located on Indian Land located in Region 7. Date of Government Version:03/20/2008 Source: EPA, Region 7 Date Data Arrived at EDR:04/22/2008 Telephone: 913-551-7365 Date Made Active in Reports:05/19/2008 Last EDR Contact:04/20/2009 Number of Days to Update:27 Next Scheduled EDR Contact:07/20/2009 Data Release Frequency:Varies INDIAN VCP R1: Voluntary Cleanup Priority Listing A listing of voluntary cleanup priority sites located on Indian Land located in Region 1. Date of Government Version:07/27/2015 Source: EPA, Region 1 Date Data Arrived at EDR:09/29/2015 Telephone: 617-918-1102 Date Made Active in Reports:02/18/2016 Last EDR Contact:03/25/2019 Number of Days to Update:142 Next Scheduled EDR Contact:07/08/2019 Data Release Frequency:Varies VCP: Voluntary Cleanup Program Properties Contains low threat level properties with either confirmed or unconfirmed releases and the project proponents have request that DTSC oversee investigation and/or cleanup activities and have agreed to provide coverage for DTSC's costs. Date of Government Version:01/28/2019 Source: Department of Toxic Substances Control Date Data Arrived at EDR:01/29/2019 Telephone: 916-323-3400 Date Made Active in Reports:03/05/2019 Last EDR Contact:04/30/2019 Number of Days to Update:35 Next Scheduled EDR Contact:08/12/2019 Data Release Frequency:Quarterly State and tribal Brownfields sites BROWNFIELDS: Considered Brownfieds Sites Listing A listing of sites the SWRCB considers to be Brownfields since these are sites have come to them through the MOA Process. Date of Government Version:03/25/2019 Source: State Water Resources Control Board Date Data Arrived at EDR:03/26/2019 Telephone: 916-323-7905 Date Made Active in Reports:04/29/2019 Last EDR Contact:03/26/2019 Number of Days to Update:34 Next Scheduled EDR Contact:07/08/2019 Data Release Frequency:Quarterly ADDITIONAL ENVIRONMENTAL RECORDS Local Brownfield lists US BROWNFIELDS: A Listing of Brownfields Sites Brownfields are real property,the expansion,redevelopment,or reuse of which may be complicated by the presence or potential presence of a hazardous substance,pollutant,or contaminant.Cleaning up and reinvesting in these properties takes development pressures off of undeveloped,open land,and both improves and protects the environment. Assessment,Cleanup and Redevelopment Exchange System(ACRES)stores information reported by EPA Brownfields grant recipients on brownfields properties assessed or cleaned up with grant funding as well as information on Targeted Brownfields Assessments performed by EPA Regions.A listing of ACRES Brownfield sites is obtained from Cleanups in My Community.Cleanups in My Community provides information on Brownfields properties for which information is reported back to EPA,as well as areas served by Brownfields grant programs. Date of Government Version: 12/17/2018 Source: Environmental Protection Agency Date Data Arrived at EDR:12/18/2018 Telephone: 202-566-2777 Date Made Active in Reports:01/11/2019 Last EDR Contact:03/19/2019 Number of Days to Update:24 Next Scheduled EDR Contact:07/01/2019 Data Release Frequency:Semi-Annually TC5655027.2s Page GR-13 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Local Lists of Landfill/Solid Waste Disposal Sites WMUDS/SWAT: Waste Management Unit Database Waste Management Unit Database System.WMUDS is used by the State Water Resources Control Board staff and the Regional Water Quality Control Boards for program tracking and inventory of waste management units.WMUDS is composed of the following databases: Facility Information,Scheduled Inspections Information,Waste Management Unit Information, SWAT Program Information,SWAT Report Summary Information,SWAT Report Summary Data,Chapter 15(formerly Subchapter 15)Information,Chapter 15 Monitoring Parameters,TPCA Program Information, RCRA Program Information,Closure Information,and Interested Parties Information. Date of Government Version:04/01/2000 Source: State Water Resources Control Board Date Data Arrived at EDR:04/10/2000 Telephone: 916-227-4448 Date Made Active in Reports:05/10/2000 Last EDR Contact:04/25/2019 Number of Days to Update:30 Next Scheduled EDR Contact:08/12/2019 Data Release Frequency:No Update Planned SWRCY: Recycler Database A listing of recycling facilities in California. Date of Government Version:03/11/2019 Source: Department of Conservation Date Data Arrived at EDR:03/13/2019 Telephone: 916-323-3836 Date Made Active in Reports:04/30/2019 Last EDR Contact:03/13/2019 Number of Days to Update:48 Next Scheduled EDR Contact:06/24/2019 Data Release Frequency:Quarterly HAULERS: Registered Waste Tire Haulers Listing A listing of registered waste tire haulers. Date of Government Version:03/26/2019 Source: Integrated Waste Management Board Date Data Arrived at EDR:03/27/2019 Telephone: 916-341-6422 Date Made Active in Reports:04/30/2019 Last EDR Contact:05/09/2019 Number of Days to Update:34 Next Scheduled EDR Contact:08/26/2019 Data Release Frequency:Varies INDIAN ODI: Report on the Status of Open Dumps on Indian Lands Location of open dumps on Indian land. Date of Government Version: 12/31/1998 Source: Environmental Protection Agency Date Data Arrived at EDR:12/03/2007 Telephone: 703-308-8245 Date Made Active in Reports:01/24/2008 Last EDR Contact:04/26/2019 Number of Days to Update:52 Next Scheduled EDR Contact:08/12/2019 Data Release Frequency:Varies DEBRIS REGION 9: Torres Martinez Reservation Illegal Dump Site Locations A listing of illegal dump sites location on the Torres Martinez Indian Reservation located in eastern Riverside County and northern Imperial County,California. Date of Government Version:01/12/2009 Source: EPA, Region 9 Date Data Arrived at EDR:05/07/2009 Telephone: 415-947-4219 Date Made Active in Reports:09/21/2009 Last EDR Contact:04/22/2019 Number of Days to Update:137 Next Scheduled EDR Contact:08/05/2019 Data Release Frequency:No Update Planned ODI: Open Dump Inventory An open dump is defined as a disposal facility that does not comply with one or more of the Part 257 or Part 258 Subtitle D Criteria. Date of Government Version:06/30/1985 Source: Environmental Protection Agency Date Data Arrived at EDR:08/09/2004 Telephone: 800-424-9346 Date Made Active in Reports:09/17/2004 Last EDR Contact:06/09/2004 Number of Days to Update:39 Next Scheduled EDR Contact:N/A Data Release Frequency:No Update Planned TC5655027.2s Page GR-14 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING IHS OPEN DUMPS: Open Dumps on Indian Land A listing of all open dumps located on Indian Land in the United States. Date of Government Version:04/01/2014 Source: Department of Health&Human Serivices, Indian Health Service Date Data Arrived at EDR:08/06/2014 Telephone: 301-443-1452 Date Made Active in Reports:01/29/2015 Last EDR Contact:04/23/2019 Number of Days to Update:176 Next Scheduled EDR Contact:08/12/2019 Data Release Frequency:Varies Local Lists of Hazardous waste/Contaminated Sites US HIST CDL: National Clandestine Laboratory Register A listing of clandestine drug lab locations that have been removed from the DEAs National Clandestine Laboratory Register. Date of Government Version:02/24/2019 Source: Drug Enforcement Administration Date Data Arrived at EDR:02/26/2019 Telephone: 202-307-1000 Date Made Active in Reports:04/17/2019 Last EDR Contact:02/21/2019 Number of Days to Update:50 Next Scheduled EDR Contact:06/10/2019 Data Release Frequency:No Update Planned HIST CAL-SITES: Calsites Database The Calsites database contains potential or confirmed hazardous substance release properties.In 1996,California EPA reevaluated and significantly reduced the number of sites in the Calsites database.No longer updated by the state agency. It has been replaced by ENVIROSTOR. Date of Government Version:08/08/2005 Source: Department of Toxic Substance Control Date Data Arrived at EDR:08/03/2006 Telephone: 916-323-3400 Date Made Active in Reports:08/24/2006 Last EDR Contact:02/23/2009 Number of Days to Update:21 Next Scheduled EDR Contact:05/25/2009 Data Release Frequency:No Update Planned SCH: School Property Evaluation Program This category contains proposed and existing school sites that are being evaluated by DTSC for possible hazardous materials contamination.In some cases,these properties may be listed in the CalSites category depending on the level of threat to public health and safety or the environment they pose. Date of Government Version:01/28/2019 Source: Department of Toxic Substances Control Date Data Arrived at EDR:01/29/2019 Telephone: 916-323-3400 Date Made Active in Reports:03/05/2019 Last EDR Contact:04/30/2019 Number of Days to Update:35 Next Scheduled EDR Contact:08/12/2019 Data Release Frequency:Quarterly CDL: Clandestine Drug Labs A listing of drug lab locations.Listing of a location in this database does not indicate that any illegal drug lab materials were or were not present there,and does not constitute a determination that the location either requires or does not require additional cleanup work. Date of Government Version: 12/31/2017 Source: Department of Toxic Substances Control Date Data Arrived at EDR:06/12/2018 Telephone: 916-255-6504 Date Made Active in Reports:08/06/2018 Last EDR Contact:05/02/2019 Number of Days to Update:55 Next Scheduled EDR Contact:07/22/2019 Data Release Frequency:Varies TOXIC PITS: Toxic Pits Cleanup Act Sites Toxic PITS Cleanup Act Sites.TOXIC PITS identifies sites suspected of containing hazardous substances where cleanup has not yet been completed. Date of Government Version:07/01/1995 Source: State Water Resources Control Board Date Data Arrived at EDR:08/30/1995 Telephone: 916-227-4364 Date Made Active in Reports:09/26/1995 Last EDR Contact:01/26/2009 Number of Days to Update:27 Next Scheduled EDR Contact:04/27/2009 Data Release Frequency:No Update Planned TC5655027.2s Page GR-15 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING CERS HAZ WASTE: CERS HAZ WASTE List of sites in the California Environmental Protection Agency(CaIEPA)Regulated Site Portal which fall under the Hazardous Chemical Management,Hazardous Waste Onsite Treatment,Household Hazardous Waste Collection,Hazardous Waste Generator,and RCRA LQ HW Generator programs. Date of Government Version:04/09/2019 Source: CaIEPA Date Data Arrived at EDR:04/11/2019 Telephone: 916-323-2514 Date Made Active in Reports:05/08/2019 Last EDR Contact:04/11/2019 Number of Days to Update:27 Next Scheduled EDR Contact:08/05/2019 Data Release Frequency:Quarterly US CDL: Clandestine Drug Labs A listing of clandestine drug lab locations.The U.S.Department of Justice("the Department")provides this web site as a public service.It contains addresses of some locations where law enforcement agencies reported they found chemicals or other items that indicated the presence of either clandestine drug laboratories or dumpsites. In most cases,the source of the entries is not the Department,and the Department has not verified the entry and does not guarantee its accuracy.Members of the public must verify the accuracy of all entries by,for example, contacting local law enforcement and local health departments. Date of Government Version:02/24/2019 Source: Drug Enforcement Administration Date Data Arrived at EDR:02/26/2019 Telephone: 202-307-1000 Date Made Active in Reports:04/17/2019 Last EDR Contact:02/21/2019 Number of Days to Update:50 Next Scheduled EDR Contact:06/10/2019 Data Release Frequency:Quarterly PFAS: PFAS Contamination Site Location Listing A listing of PFAS contaminated sites included in the GeoTracker database. Date of Government Version:02/21/2019 Source: State Water Resources Control Board Date Data Arrived at EDR:02/22/2019 Telephone: 866-480-1028 Date Made Active in Reports:04/15/2019 Last EDR Contact:03/11/2019 Number of Days to Update:52 Next Scheduled EDR Contact:06/24/2019 Data Release Frequency:Varies Local Lists of Registered Storage Tanks SWEEPS UST: SWEEPS UST Listing Statewide Environmental Evaluation and Planning System.This underground storage tank listing was updated and maintained by a company contacted by the SWRCB in the early 1990's.The listing is no longer updated or maintained. The local agency is the contact for more information on a site on the SWEEPS list. Date of Government Version:06/01/1994 Source: State Water Resources Control Board Date Data Arrived at EDR:07/07/2005 Telephone: N/A Date Made Active in Reports:08/11/2005 Last EDR Contact:06/03/2005 Number of Days to Update:35 Next Scheduled EDR Contact:N/A Data Release Frequency:No Update Planned UST MENDOCINO: Mendocino County UST Database A listing of underground storage tank locations in Mendocino County. Date of Government Version: 12/04/2018 Source: Department of Public Health Date Data Arrived at EDR:12/06/2018 Telephone: 707-463-4466 Date Made Active in Reports: 12/14/2018 Last EDR Contact:02/21/2019 Number of Days to Update:8 Next Scheduled EDR Contact:06/10/2019 Data Release Frequency:Annually HIST UST: Hazardous Substance Storage Container Database The Hazardous Substance Storage Container Database is a historical listing of UST sites. Refer to local/county source for current data. TC5655027.2s Page GR-16 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 10/15/1990 Source: State Water Resources Control Board Date Data Arrived at EDR:01/25/1991 Telephone: 916-341-5851 Date Made Active in Reports:02/12/1991 Last EDR Contact:07/26/2001 Number of Days to Update:18 Next Scheduled EDR Contact:N/A Data Release Frequency:No Update Planned SAN FRANCISCO AST: Aboveground Storage Tank Site Listing Aboveground storage tank sites Date of Government Version:09/11/2018 Source: San Francisco County Department of Public Health Date Data Arrived at EDR:09/12/2018 Telephone: 415-252-3896 Date Made Active in Reports: 10/11/2018 Last EDR Contact:05/02/2019 Number of Days to Update:29 Next Scheduled EDR Contact:08/19/2019 Data Release Frequency:Varies CERS TANKS: California Environmental Reporting System(CERS)Tanks List of sites in the California Environmental Protection Agency(CaIEPA)Regulated Site Portal which fall under the Aboveground Petroleum Storage and Underground Storage Tank regulatory programs. Date of Government Version:04/09/2019 Source: California Environmental Protection Agency Date Data Arrived at EDR:04/11/2019 Telephone: 916-323-2514 Date Made Active in Reports:05/08/2019 Last EDR Contact:04/11/2019 Number of Days to Update:27 Next Scheduled EDR Contact:08/05/2019 Data Release Frequency:Quarterly CA FID UST: Facility Inventory Database The Facility Inventory Database(FID)contains a historical listing of active and inactive underground storage tank locations from the State Water Resource Control Board. Refer to local/county source for current data. Date of Government Version: 10/31/1994 Source: California Environmental Protection Agency Date Data Arrived at EDR:09/05/1995 Telephone: 916-341-5851 Date Made Active in Reports:09/29/1995 Last EDR Contact:12/28/1998 Number of Days to Update:24 Next Scheduled EDR Contact:N/A Data Release Frequency:No Update Planned Local Land Records LIENS: Environmental Liens Listing A listing of property locations with environmental liens for California where DTSC is a lien holder. Date of Government Version:02/28/2019 Source: Department of Toxic Substances Control Date Data Arrived at EDR:03/01/2019 Telephone: 916-323-3400 Date Made Active in Reports:04/02/2019 Last EDR Contact:02/27/2019 Number of Days to Update:32 Next Scheduled EDR Contact:06/17/2019 Data Release Frequency:Varies LIENS 2: CERCLA Lien Information A Federal CERCLA('Superfund')lien can exist by operation of law at any site or property at which EPA has spent Superfund monies.These monies are spent to investigate and address releases and threatened releases of contamination. CERCLIS provides information as to the identity of these sites and properties. Date of Government Version:03/11/2019 Source: Environmental Protection Agency Date Data Arrived at EDR:03/14/2019 Telephone: 202-564-6023 Date Made Active in Reports:03/21/2019 Last EDR Contact:04/18/2019 Number of Days to Update:7 Next Scheduled EDR Contact:08/05/2019 Data Release Frequency:Semi-Annually DEED: Deed Restriction Listing TC5655027.2s Page GR-17 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Site Mitigation and Brownfields Reuse Program Facility Sites with Deed Restrictions&Hazardous Waste Management Program Facility Sites with Deed/Land Use Restriction.The DTSC Site Mitigation and Brownfields Reuse Program (SMBRP)list includes sites cleaned up under the program's oversight and generally does not include current or former hazardous waste facilities that required a hazardous waste facility permit.The list represents deed restrictions that are active.Some sites have multiple deed restrictions.The DTSC Hazardous Waste Management Program(HWMP)has developed a list of current or former hazardous waste facilities that have a recorded land use restriction at the local county recorder's office.The land use restrictions on this list were required by the DTSC HWMP as a result of the presence of hazardous substances that remain on site after the facility(or part of the facility)has been closed or cleaned up.The types of land use restriction include deed notice,deed restriction,or a land use restriction that binds current and future owners. Date of Government Version:03/04/2019 Source: DTSC and SWRCB Date Data Arrived at EDR:03/05/2019 Telephone: 916-323-3400 Date Made Active in Reports:04/01/2019 Last EDR Contact:03/05/2019 Number of Days to Update:27 Next Scheduled EDR Contact:06/17/2019 Data Release Frequency:Semi-Annually Records of Emergency Release Reports HMIRS: Hazardous Materials Information Reporting System Hazardous Materials Incident Report System. HMIRS contains hazardous material spill incidents reported to DOT. Date of Government Version:03/25/2019 Source: U.S.Department of Transportation Date Data Arrived at EDR:03/26/2019 Telephone: 202-366-4555 Date Made Active in Reports:05/14/2019 Last EDR Contact:03/26/2019 Number of Days to Update:49 Next Scheduled EDR Contact:07/08/2019 Data Release Frequency:Quarterly CHMIRS: California Hazardous Material Incident Report System California Hazardous Material Incident Reporting System.CHMIRS contains information on reported hazardous material incidents(accidental releases or spills). Date of Government Version: 10/24/2018 Source: Office of Emergency Services Date Data Arrived at EDR:01/24/2019 Telephone: 916-845-8400 Date Made Active in Reports:03/05/2019 Last EDR Contact:04/26/2019 Number of Days to Update:40 Next Scheduled EDR Contact:08/05/2019 Data Release Frequency:Semi-Annually LDS: Land Disposal Sites Listing(GEOTRACKER) Land Disposal sites(Landfills)included in GeoTracker.GeoTracker is the Water Boards data management system for sites that impact,or have the potential to impact,water quality in California,with emphasis on groundwater. Date of Government Version: 12/10/2018 Source: State Water Qualilty Control Board Date Data Arrived at EDR:12/11/2018 Telephone: 866-480-1028 Date Made Active in Reports:01/15/2019 Last EDR Contact:12/12/2018 Number of Days to Update:35 Next Scheduled EDR Contact:03/25/2019 Data Release Frequency:Quarterly MCS: Military Cleanup Sites Listing(GEOTRACKER) Military sites(consisting of:Military UST sites;Military Privatized sites;and Military Cleanup sites[formerly known as DoD non UST])included in GeoTracker.GeoTracker is the Water Boards data management system for sites that impact,or have the potential to impact,water quality in California,with emphasis on groundwater. Date of Government Version: 12/10/2018 Source: State Water Resources Control Board Date Data Arrived at EDR:12/11/2018 Telephone: 866-480-1028 Date Made Active in Reports:01/15/2019 Last EDR Contact:12/12/2018 Number of Days to Update:35 Next Scheduled EDR Contact:03/25/2019 Data Release Frequency:Quarterly TC5655027.2s Page GR-18 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING SPILLS 90: SPILLS90 data from FirstSearch Spills 90 includes those spill and release records available exclusively from FirstSearch databases.Typically, they may include chemical,oil and/or hazardous substance spills recorded after 1990.Duplicate records that are already included in EDR incident and release records are not included in Spills 90. Date of Government Version:06/06/2012 Source: FirstSearch Date Data Arrived at EDR:01/03/2013 Telephone: N/A Date Made Active in Reports:02/22/2013 Last EDR Contact:01/03/2013 Number of Days to Update:50 Next Scheduled EDR Contact:N/A Data Release Frequency:No Update Planned Other Ascertainable Records RCRA NonGen/NLR: RCRA-Non Generators/No Longer Regulated RCRAInfo is EPA's comprehensive information system,providing access to data supporting the Resource Conservation and Recovery Act(RCRA)of 1976 and the Hazardous and Solid Waste Amendments(HSWA)of 1984.The database includes selective information on sites which generate,transport,store,treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act(RCRA).Non-Generators do not presently generate hazardous waste. Date of Government Version:03/25/2019 Source: Environmental Protection Agency Date Data Arrived at EDR:03/27/2019 Telephone: (415)495-8895 Date Made Active in Reports:04/17/2019 Last EDR Contact:03/27/2019 Number of Days to Update:21 Next Scheduled EDR Contact:07/08/2019 Data Release Frequency:Quarterly FUDS: Formerly Used Defense Sites The listing includes locations of Formerly Used Defense Sites properties where the US Army Corps of Engineers is actively working or will take necessary cleanup actions. Date of Government Version:01/31/2015 Source: U.S.Army Corps of Engineers Date Data Arrived at EDR:07/08/2015 Telephone: 202-528-4285 Date Made Active in Reports: 10/13/2015 Last EDR Contact:04/03/2019 Number of Days to Update:97 Next Scheduled EDR Contact:06/03/2019 Data Release Frequency:Varies DOD: Department of Defense Sites This data set consists of federally owned or administered lands,administered by the Department of Defense,that have any area equal to or greater than 640 acres of the United States,Puerto Rico,and the U.S.Virgin Islands. Date of Government Version: 12/31/2005 Source: USGS Date Data Arrived at EDR:11/10/2006 Telephone: 888-275-8747 Date Made Active in Reports:01/11/2007 Last EDR Contact:04/12/2019 Number of Days to Update:62 Next Scheduled EDR Contact:07/22/2019 Data Release Frequency:Semi-Annually FEDLAND: Federal and Indian Lands Federally and Indian administrated lands of the United States.Lands included are administrated by:Army Corps of Engineers,Bureau of Reclamation,National Wild and Scenic River,National Wildlife Refuge,Public Domain Land, Wilderness,Wilderness Study Area,Wildlife Management Area,Bureau of Indian Affairs,Bureau of Land Management, Department of Justice, Forest Service,Fish and Wildlife Service,National Park Service. Date of Government Version: 12/31/2005 Source: U.S.Geological Survey Date Data Arrived at EDR:02/06/2006 Telephone: 888-275-8747 Date Made Active in Reports:01/11/2007 Last EDR Contact:04/12/2019 Number of Days to Update:339 Next Scheduled EDR Contact:07/22/2019 Data Release Frequency:N/A SCRD DRYCLEANERS: State Coalition for Remediation of Drycleaners Listing The State Coalition for Remediation of Drycleaners was established in 1998,with support from the U.S.EPA Office of Superfund Remediation and Technology Innovation.It is comprised of representatives of states with established drycleaner remediation programs.Currently the member states are Alabama,Connecticut,Florida, Illinois,Kansas, Minnesota,Missouri,North Carolina,Oregon,South Carolina,Tennessee,Texas,and Wisconsin. TC5655027.2s Page GR-19 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version:01/01/2017 Source: Environmental Protection Agency Date Data Arrived at EDR:02/03/2017 Telephone: 615-532-8599 Date Made Active in Reports:04/07/2017 Last EDR Contact:05/13/2019 Number of Days to Update:63 Next Scheduled EDR Contact:08/26/2019 Data Release Frequency:Varies US FIN ASSUR: Financial Assurance Information All owners and operators of facilities that treat,store,or dispose of hazardous waste are required to provide proof that they will have sufficient funds to pay for the clean up,closure,and post-closure care of their facilities. Date of Government Version:03/25/2019 Source: Environmental Protection Agency Date Data Arrived at EDR:03/26/2019 Telephone: 202-566-1917 Date Made Active in Reports:05/07/2019 Last EDR Contact:03/26/2019 Number of Days to Update:42 Next Scheduled EDR Contact:07/08/2019 Data Release Frequency:Quarterly EPA WATCH LIST: EPA WATCH LIST EPA maintains a"Watch List'to facilitate dialogue between EPA,state and local environmental agencies on enforcement matters relating to facilities with alleged violations identified as either significant or high priority.Being on the Watch List does not mean that the facility has actually violated the law only that an investigation by EPA or a state or local environmental agency has led those organizations to allege that an unproven violation has in fact occurred.Being on the Watch List does not represent a higher level of concern regarding the alleged violations that were detected,but instead indicates cases requiring additional dialogue between EPA,state and local agencies-primarily because of the length of time the alleged violation has gone unaddressed or unresolved. Date of Government Version:08/30/2013 Source: Environmental Protection Agency Date Data Arrived at EDR:03/21/2014 Telephone: 617-520-3000 Date Made Active in Reports:06/17/2014 Last EDR Contact:05/06/2019 Number of Days to Update:88 Next Scheduled EDR Contact:08/19/2019 Data Release Frequency:Quarterly 2020 COR ACTION: 2020 Corrective Action Program List The EPA has set ambitious goals for the RCRA Corrective Action program by creating the 2020 Corrective Action Universe.This RCRA cleanup baseline includes facilities expected to need corrective action.The 2020 universe contains a wide variety of sites.Some properties are heavily contaminated while others were contaminated but have since been cleaned up.Still others have not been fully investigated yet,and may require little or no remediation. Inclusion in the 2020 Universe does not necessarily imply failure on the part of a facility to meet its RCRA obligations. Date of Government Version:09/30/2017 Source: Environmental Protection Agency Date Data Arrived at EDR:05/08/2018 Telephone: 703-308-4044 Date Made Active in Reports:07/20/2018 Last EDR Contact:05/10/2019 Number of Days to Update:73 Next Scheduled EDR Contact:08/19/2019 Data Release Frequency:Varies TSCA: Toxic Substances Control Act Toxic Substances Control Act.TSCA identifies manufacturers and importers of chemical substances included on the TSCA Chemical Substance Inventory list. It includes data on the production volume of these substances by plant site. Date of Government Version: 12/31/2016 Source: EPA Date Data Arrived at EDR:06/21/2017 Telephone: 202-260-5521 Date Made Active in Reports:01/05/2018 Last EDR Contact:03/22/2019 Number of Days to Update:198 Next Scheduled EDR Contact:07/01/2019 Data Release Frequency:Every 4 Years TRIS: Toxic Chemical Release Inventory System Toxic Release Inventory System.TRIS identifies facilities which release toxic chemicals to the air,water and land in reportable quantities under SARA Title I II Section 313. TC5655027.2s Page GR-20 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 12/31/2016 Source: EPA Date Data Arrived at EDR:01/10/2018 Telephone: 202-566-0250 Date Made Active in Reports:01/12/2018 Last EDR Contact:02/20/2019 Number of Days to Update:2 Next Scheduled EDR Contact:06/03/2019 Data Release Frequency:Annually SSTS: Section 7 Tracking Systems Section 7 of the Federal Insecticide,Fungicide and Rodenticide Act,as amended(92 Stat.829)requires all registered pesticide-producing establishments to submit a report to the Environmental Protection Agency by March 1st each year. Each establishment must report the types and amounts of pesticides,active ingredients and devices being produced,and those having been produced and sold or distributed in the past year. Date of Government Version: 12/31/2009 Source: EPA Date Data Arrived at EDR:12/10/2010 Telephone: 202-564-4203 Date Made Active in Reports:02/25/2011 Last EDR Contact:04/24/2019 Number of Days to Update:77 Next Scheduled EDR Contact:08/05/2019 Data Release Frequency:Annually ROD: Records Of Decision Record of Decision.ROD documents mandate a permanent remedy at an NPL(Superfund)site containing technical and health information to aid in the cleanup. Date of Government Version:03/11/2019 Source: EPA Date Data Arrived at EDR:03/14/2019 Telephone: 703-416-0223 Date Made Active in Reports:04/01/2019 Last EDR Contact:04/18/2019 Number of Days to Update:18 Next Scheduled EDR Contact:06/17/2019 Data Release Frequency:Annually RMP: Risk Management Plans When Congress passed the Clean Air Act Amendments of 1990,it required EPA to publish regulations and guidance for chemical accident prevention at facilities using extremely hazardous substances.The Risk Management Program Rule(RMP Rule)was written to implement Section 112(r)of these amendments.The rule,which built upon existing industry codes and standards,requires companies of all sizes that use certain flammable and toxic substances to develop a Risk Management Program,which includes a(n): Hazard assessment that details the potential effects of an accidental release,an accident history of the last five years,and an evaluation of worst-case and alternative accidental releases;Prevention program that includes safety precautions and maintenance,monitoring,and employee training measures;and Emergency response program that spells out emergency health care,employee training measures and procedures for informing the public and response agencies(e.g the fire department)should an accident occur. Date of Government Version:02/01/2019 Source: Environmental Protection Agency Date Data Arrived at EDR:02/14/2019 Telephone: 202-564-8600 Date Made Active in Reports:03/21/2019 Last EDR Contact:04/22/2019 Number of Days to Update:35 Next Scheduled EDR Contact:08/05/2019 Data Release Frequency:Varies RAATS: RCRA Administrative Action Tracking System RCRA Administration Action Tracking System. RAATS contains records based on enforcement actions issued under RCRA pertaining to major violators and includes administrative and civil actions brought by the EPA.For administration actions after September 30, 1995,data entry in the RAATS database was discontinued. EPA will retain a copy of the database for historical records. It was necessary to terminate RAATS because a decrease in agency resources made it impossible to continue to update the information contained in the database. Date of Government Version:04/17/1995 Source: EPA Date Data Arrived at EDR:07/03/1995 Telephone: 202-564-4104 Date Made Active in Reports:08/07/1995 Last EDR Contact:06/02/2008 Number of Days to Update:35 Next Scheduled EDR Contact:09/01/2008 Data Release Frequency:No Update Planned TC5655027.2s Page GR-21 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING PRP: Potentially Responsible Parties A listing of verified Potentially Responsible Parties Date of Government Version:03/11/2019 Source: EPA Date Data Arrived at EDR:03/14/2019 Telephone: 202-564-6023 Date Made Active in Reports:04/17/2019 Last EDR Contact:05/10/2019 Number of Days to Update:34 Next Scheduled EDR Contact:08/19/2019 Data Release Frequency:Quarterly PADS: PCB Activity Database System PCB Activity Database.PADS Identifies generators,transporters,commercial storers and/or brokers and disposers of PCB's who are required to notify the EPA of such activities. Date of Government Version:03/20/2019 Source: EPA Date Data Arrived at EDR:04/10/2019 Telephone: 202-566-0500 Date Made Active in Reports:05/14/2019 Last EDR Contact:04/10/2019 Number of Days to Update:34 Next Scheduled EDR Contact:07/22/2019 Data Release Frequency:Annually ICIS: Integrated Compliance Information System The Integrated Compliance Information System(ICIS)supports the information needs of the national enforcement and compliance program as well as the unique needs of the National Pollutant Discharge Elimination System(NPDES) program. Date of Government Version: 11/18/2016 Source: Environmental Protection Agency Date Data Arrived at EDR:11/23/2016 Telephone: 202-564-2501 Date Made Active in Reports:02/10/2017 Last EDR Contact:04/08/2019 Number of Days to Update:79 Next Scheduled EDR Contact:07/22/2019 Data Release Frequency:Quarterly FTTS: FIFRA/TSCA Tracking System-FIFRA(Federal Insecticide, Fungicide,&Rodenticide Act)/TSCA(Toxic Substances Control Act) FTTS tracks administrative cases and pesticide enforcement actions and compliance activities related to FIFRA, TSCA and EPCRA(Emergency Planning and Community Right-to-Know Act).To maintain currency, EDR contacts the Agency on a quarterly basis. Date of Government Version:04/09/2009 Source: EPA/Office of Prevention,Pesticides and Toxic Substances Date Data Arrived at EDR:04/16/2009 Telephone: 202-566-1667 Date Made Active in Reports:05/11/2009 Last EDR Contact:08/18/2017 Number of Days to Update:25 Next Scheduled EDR Contact: 12/04/2017 Data Release Frequency:Quarterly FTTS INSP: FIFRA/TSCA Tracking System-FIFRA(Federal Insecticide, Fungicide,&Rodenticide Act)/TSCA(Toxic Substances Control Act) A listing of FIFRA/TSCA Tracking System(FTTS)inspections and enforcements. Date of Government Version:04/09/2009 Source: EPA Date Data Arrived at EDR:04/16/2009 Telephone: 202-566-1667 Date Made Active in Reports:05/11/2009 Last EDR Contact:08/18/2017 Number of Days to Update:25 Next Scheduled EDR Contact: 12/04/2017 Data Release Frequency:Quarterly MILTS: Material Licensing Tracking System MILTS is maintained by the Nuclear Regulatory Commission and contains a list of approximately 8,100 sites which possess or use radioactive materials and which are subject to NRC licensing requirements.To maintain currency, EDR contacts the Agency on a quarterly basis. Date of Government Version:08/30/2016 Source: Nuclear Regulatory Commission Date Data Arrived at EDR:09/08/2016 Telephone: 301-415-7169 Date Made Active in Reports: 10/21/2016 Last EDR Contact:04/22/2019 Number of Days to Update:43 Next Scheduled EDR Contact:08/05/2019 Data Release Frequency:Quarterly TC5655027.2s Page GR-22 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING COAL ASH DOE: Steam-Electric Plant Operation Data A listing of power plants that store ash in surface ponds. Date of Government Version: 12/31/2005 Source: Department of Energy Date Data Arrived at EDR:08/07/2009 Telephone: 202-586-8719 Date Made Active in Reports: 10/22/2009 Last EDR Contact:03/07/2019 Number of Days to Update:76 Next Scheduled EDR Contact:06/17/2019 Data Release Frequency:Varies COAL ASH EPA: Coal Combustion Residues Surface Impoundments List A listing of coal combustion residues surface impoundments with high hazard potential ratings. Date of Government Version:07/01/2014 Source: Environmental Protection Agency Date Data Arrived at EDR:09/10/2014 Telephone: N/A Date Made Active in Reports: 10/20/2014 Last EDR Contact:03/05/2019 Number of Days to Update:40 Next Scheduled EDR Contact:06/17/2019 Data Release Frequency:Varies PCB TRANSFORMER: PCB Transformer Registration Database The database of PCB transformer registrations that includes all PCB registration submittals. Date of Government Version:05/24/2017 Source: Environmental Protection Agency Date Data Arrived at EDR:11/30/2017 Telephone: 202-566-0517 Date Made Active in Reports: 12/15/2017 Last EDR Contact:04/26/2019 Number of Days to Update:15 Next Scheduled EDR Contact:08/05/2019 Data Release Frequency:Varies RADINFO: Radiation Information Database The Radiation Information Database(RADINFO)contains information about facilities that are regulated by U.S. Environmental Protection Agency(EPA)regulations for radiation and radioactivity. Date of Government Version:04/02/2019 Source: Environmental Protection Agency Date Data Arrived at EDR:04/02/2019 Telephone: 202-343-9775 Date Made Active in Reports:05/14/2019 Last EDR Contact:04/02/2019 Number of Days to Update:42 Next Scheduled EDR Contact:07/15/2019 Data Release Frequency:Quarterly HIST FTTS: FIFRA/TSCA Tracking System Administrative Case Listing A complete administrative case listing from the FIFRA/TSCA Tracking System(FTTS)for all ten EPA regions.The information was obtained from the National Compliance Database(NCDB).NCDB supports the implementation of FIFRA (Federal Insecticide,Fungicide,and Rodenticide Act)and TSCA(Toxic Substances Control Act).Some EPA regions are now closing out records.Because of that,and the fact that some EPA regions are not providing EPA Headquarters with updated records,it was decided to create a HIST FTTS database. It included records that may not be included in the newer FTTS database updates.This database is no longer updated. Date of Government Version: 10/19/2006 Source: Environmental Protection Agency Date Data Arrived at EDR:03/01/2007 Telephone: 202-564-2501 Date Made Active in Reports:04/10/2007 Last EDR Contact:12/17/2007 Number of Days to Update:40 Next Scheduled EDR Contact:03/17/2008 Data Release Frequency:No Update Planned HIST FTTS INSP: FIFRA/TSCA Tracking System Inspection&Enforcement Case Listing A complete inspection and enforcement case listing from the FIFRA/TSCA Tracking System(FTTS)for all ten EPA regions.The information was obtained from the National Compliance Database(NCDB).NCDB supports the implementation of FIFRA(Federal Insecticide, Fungicide,and Rodenticide Act)and TSCA(Toxic Substances Control Act).Some EPA regions are now closing out records.Because of that,and the fact that some EPA regions are not providing EPA Headquarters with updated records,it was decided to create a HIST FTTS database. It included records that may not be included in the newer FTTS database updates.This database is no longer updated. TC5655027.2s Page GR-23 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 10/19/2006 Source: Environmental Protection Agency Date Data Arrived at EDR:03/01/2007 Telephone: 202-564-2501 Date Made Active in Reports:04/10/2007 Last EDR Contact:12/17/2008 Number of Days to Update:40 Next Scheduled EDR Contact:03/17/2008 Data Release Frequency:No Update Planned DOT OPS: Incident and Accident Data Department of Transporation,Office of Pipeline Safety Incident and Accident data. Date of Government Version: 12/03/2018 Source: Department of Transporation, Office of Pipeline Safety Date Data Arrived at EDR:01/29/2019 Telephone: 202-366-4595 Date Made Active in Reports:03/21/2019 Last EDR Contact:04/30/2019 Number of Days to Update:51 Next Scheduled EDR Contact:08/12/2019 Data Release Frequency:Quarterly CONSENT: Superfund(CERCLA)Consent Decrees Major legal settlements that establish responsibility and standards for cleanup at NPL(Superfund)sites. Released periodically by United States District Courts after settlement by parties to litigation matters. Date of Government Version: 12/31/2018 Source: Department of Justice,Consent Decree Library Date Data Arrived at EDR:02/11/2019 Telephone: Varies Date Made Active in Reports:03/21/2019 Last EDR Contact:04/05/2019 Number of Days to Update:38 Next Scheduled EDR Contact:07/22/2019 Data Release Frequency:Varies BRS: Biennial Reporting System The Biennial Reporting System is a national system administered by the EPA that collects data on the generation and management of hazardous waste.BRS captures detailed data from two groups:Large Quantity Generators(LQG) and Treatment,Storage,and Disposal Facilities. Date of Government Version: 12/31/2015 Source: EPA/NTIS Date Data Arrived at EDR:02/22/2017 Telephone: 800-424-9346 Date Made Active in Reports:09/28/2017 Last EDR Contact:02/13/2019 Number of Days to Update:218 Next Scheduled EDR Contact:06/03/2019 Data Release Frequency:Biennially INDIAN RESERV: Indian Reservations This map layer portrays Indian administered lands of the United States that have any area equal to or greater than 640 acres. Date of Government Version: 12/31/2014 Source: USGS Date Data Arrived at EDR:07/14/2015 Telephone: 202-208-3710 Date Made Active in Reports:01/10/2017 Last EDR Contact:04/11/2019 Number of Days to Update:546 Next Scheduled EDR Contact:07/22/2019 Data Release Frequency:Semi-Annually FUSRAP: Formerly Utilized Sites Remedial Action Program DOE established the Formerly Utilized Sites Remedial Action Program(FUSRAP)in 1974 to remediate sites where radioactive contamination remained from Manhattan Project and early U.S.Atomic Energy Commission(AEC)operations. Date of Government Version:08/08/2017 Source: Department of Energy Date Data Arrived at EDR:09/11/2018 Telephone: 202-586-3559 Date Made Active in Reports:09/14/2018 Last EDR Contact:05/02/2019 Number of Days to Update:3 Next Scheduled EDR Contact:08/19/2019 Data Release Frequency:Varies UMTRA: Uranium Mill Tailings Sites Uranium ore was mined by private companies for federal government use in national defense programs.When the mills shut down,large piles of the sand-like material(mill tailings)remain after uranium has been extracted from the ore. Levels of human exposure to radioactive materials from the piles are low;however,in some cases tailings were used as construction materials before the potential health hazards of the tailings were recognized. TC5655027.2s Page GR-24 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version:06/23/2017 Source: Department of Energy Date Data Arrived at EDR:10/11/2017 Telephone: 505-845-0011 Date Made Active in Reports: 11/03/2017 Last EDR Contact:02/22/2019 Number of Days to Update:23 Next Scheduled EDR Contact:06/03/2019 Data Release Frequency:Varies LEAD SMELTER 1: Lead Smelter Sites A listing of former lead smelter site locations. Date of Government Version:04/11/2019 Source: Environmental Protection Agency Date Data Arrived at EDR:04/18/2019 Telephone: 703-603-8787 Date Made Active in Reports:05/14/2019 Last EDR Contact:04/18/2019 Number of Days to Update:26 Next Scheduled EDR Contact:07/15/2019 Data Release Frequency:Varies LEAD SMELTER 2: Lead Smelter Sites A list of several hundred sites in the U.S.where secondary lead smelting was done from 1931and 1964.These sites may pose a threat to public health through ingestion or inhalation of contaminated soil or dust Date of Government Version:04/05/2001 Source: American Journal of Public Health Date Data Arrived at EDR:10/27/2010 Telephone: 703-305-6451 Date Made Active in Reports: 12/02/2010 Last EDR Contact:12/02/2009 Number of Days to Update:36 Next Scheduled EDR Contact:N/A Data Release Frequency:No Update Planned US AIRS(AFS): Aerometric Information Retrieval System Facility Subsystem(AFS) The database is a sub-system of Aerometric Information Retrieval System(AIRS).AFS contains compliance data on air pollution point sources regulated by the U.S. EPA and/or state and local air regulatory agencies.This information comes from source reports by various stationary sources of air pollution,such as electric power plants, steel mills,factories,and universities,and provides information about the air pollutants they produce.Action, air program,air program pollutant,and general level plant data.It is used to track emissions and compliance data from industrial plants. Date of Government Version: 10/12/2016 Source: EPA Date Data Arrived at EDR:10/26/2016 Telephone: 202-564-2496 Date Made Active in Reports:02/03/2017 Last EDR Contact:09/26/2017 Number of Days to Update:100 Next Scheduled EDR Contact:01/08/2018 Data Release Frequency:Annually US AIRS MINOR: Air Facility System Data A listing of minor source facilities. Date of Government Version: 10/12/2016 Source: EPA Date Data Arrived at EDR:10/26/2016 Telephone: 202-564-2496 Date Made Active in Reports:02/03/2017 Last EDR Contact:09/26/2017 Number of Days to Update:100 Next Scheduled EDR Contact:01/08/2018 Data Release Frequency:Annually US MINES: Mines Master Index File Contains all mine identification numbers issued for mines active or opened since 1971.The data also includes violation information. Date of Government Version: 11/27/2018 Source: Department of Labor,Mine Safety and Health Administration Date Data Arrived at EDR:02/27/2019 Telephone: 303-231-5959 Date Made Active in Reports:04/01/2019 Last EDR Contact:02/27/2019 Number of Days to Update:33 Next Scheduled EDR Contact:06/10/2019 Data Release Frequency:Semi-Annually US MINES 2: Ferrous and Nonferrous Metal Mines Database Listing This map layer includes ferrous(ferrous metal mines are facilities that extract ferrous metals,such as iron ore or molybdenum)and nonferrous(Nonferrous metal mines are facilities that extract nonferrous metals,such as gold,silver,copper,zinc,and lead)metal mines in the United States. TC5655027.2s Page GR-25 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 12/05/2005 Source: USGS Date Data Arrived at EDR:02/29/2008 Telephone: 703-648-7709 Date Made Active in Reports:04/18/2008 Last EDR Contact:03/01/2019 Number of Days to Update:49 Next Scheduled EDR Contact:06/10/2019 Data Release Frequency:Varies US MINES 3: Active Mines&Mineral Plants Database Listing Active Mines and Mineral Processing Plant operations for commodities monitored by the Minerals Information Team of the USGS. Date of Government Version:04/14/2011 Source: USGS Date Data Arrived at EDR:06/08/2011 Telephone: 703-648-7709 Date Made Active in Reports:09/13/2011 Last EDR Contact:03/01/2019 Number of Days to Update:97 Next Scheduled EDR Contact:06/10/2019 Data Release Frequency:Varies ABANDONED MINES: Abandoned Mines An inventory of land and water impacted by past mining(primarily coal mining)is maintained by OSMRE to provide information needed to implement the Surface Mining Control and Reclamation Act of 1977(SMCRA).The inventory contains information on the location,type,and extent of AML impacts,as well as,information on the cost associated with the reclamation of those problems.The inventory is based upon field surveys by State,Tribal,and OSMRE program officials. It is dynamic to the extent that it is modified as new problems are identified and existing problems are reclaimed. Date of Government Version:03/27/2019 Source: Department of Interior Date Data Arrived at EDR:03/28/2019 Telephone: 202-208-2609 Date Made Active in Reports:05/01/2019 Last EDR Contact:03/21/2019 Number of Days to Update:34 Next Scheduled EDR Contact:06/24/2019 Data Release Frequency:Quarterly FINDS: Facility Index System/Facility Registry System Facility Index System.FINDS contains both facility information and'pointers'to other sources that contain more detail.EDR includes the following FINDS databases in this report:PCS(Permit Compliance System),AIRS(Aerometric Information Retrieval System),DOCKET(Enforcement Docket used to manage and track information on civil judicial enforcement cases for all environmental statutes), FURS(Federal Underground Injection Control),C-DOCKET(Criminal Docket System used to track criminal enforcement actions for all environmental statutes), FFIS(Federal Facilities Information System),STATE(State Environmental Laws and Statutes),and PADS(PCB Activity Data System). Date of Government Version:02/15/2019 Source: EPA Date Data Arrived at EDR:03/05/2019 Telephone: (415)947-8000 Date Made Active in Reports:03/15/2019 Last EDR Contact:03/05/2019 Number of Days to Update:10 Next Scheduled EDR Contact:06/17/2019 Data Release Frequency:Quarterly ECHO: Enforcement&Compliance History Information ECHO provides integrated compliance and enforcement information for about 800,000 regulated facilities nationwide. Date of Government Version:03/03/2019 Source: Environmental Protection Agency Date Data Arrived at EDR:03/05/2019 Telephone: 202-564-2280 Date Made Active in Reports:04/01/2019 Last EDR Contact:04/09/2019 Number of Days to Update:27 Next Scheduled EDR Contact:07/22/2019 Data Release Frequency:Quarterly DOCKET HWC: Hazardous Waste Compliance Docket Listing A complete list of the Federal Agency Hazardous Waste Compliance Docket Facilities. Date of Government Version:05/31/2018 Source: Environmental Protection Agency Date Data Arrived at EDR:07/26/2018 Telephone: 202-564-0527 Date Made Active in Reports: 10/05/2018 Last EDR Contact:03/01/2019 Number of Days to Update:71 Next Scheduled EDR Contact:06/10/2019 Data Release Frequency:Varies TC5655027.2s Page GR-26 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING UXO: Unexploded Ordnance Sites A listing of unexploded ordnance site locations Date of Government Version: 12/31/2017 Source: Department of Defense Date Data Arrived at EDR:01/17/2019 Telephone: 703-704-1564 Date Made Active in Reports:04/01/2019 Last EDR Contact:04/15/2019 Number of Days to Update:74 Next Scheduled EDR Contact:07/29/2019 Data Release Frequency:Varies FUELS PROGRAM: EPA Fuels Program Registered Listing This listing includes facilities that are registered under the Part 80(Code of Federal Regulations)EPA Fuels Programs.All companies now are required to submit new and updated registrations. Date of Government Version:02/19/2019 Source: EPA Date Data Arrived at EDR:02/21/2019 Telephone: 800-385-6164 Date Made Active in Reports:04/01/2019 Last EDR Contact:02/21/2019 Number of Days to Update:39 Next Scheduled EDR Contact:06/03/2019 Data Release Frequency:Quarterly CA BOND EXP.PLAN: Bond Expenditure Plan Department of Health Services developed a site-specific expenditure plan as the basis for an appropriation of Hazardous Substance Cleanup Bond Act funds.It is not updated. Date of Government Version:01/01/1989 Source: Department of Health Services Date Data Arrived at EDR:07/27/1994 Telephone: 916-255-2118 Date Made Active in Reports:08/02/1994 Last EDR Contact:05/31/1994 Number of Days to Update:6 Next Scheduled EDR Contact:N/A Data Release Frequency:No Update Planned CORTESE: "Cortese" Hazardous Waste&Substances Sites List The sites for the list are designated by the State Water Resource Control Board(LUST),the Integrated Waste Board(SWF/LS),and the Department of Toxic Substances Control(Cal-Sites). Date of Government Version:03/25/2019 Source: CAL EPA/Office of Emergency Information Date Data Arrived at EDR:03/26/2019 Telephone: 916-323-3400 Date Made Active in Reports:05/01/2019 Last EDR Contact:03/26/2019 Number of Days to Update:36 Next Scheduled EDR Contact:07/08/2019 Data Release Frequency:Quarterly CUPA SAN FRANCISCO CO: CUPA Facility Listing Cupa facilities Date of Government Version:04/18/2019 Source: San Francisco County Department of Environmental Health Date Data Arrived at EDR:04/19/2019 Telephone: 415-252-3896 Date Made Active in Reports:04/30/2019 Last EDR Contact:04/18/2019 Number of Days to Update:11 Next Scheduled EDR Contact:08/19/2019 Data Release Frequency:Varies CUPA LIVERMORE-PLEASANTON: CUPA Facility Listing list of facilities associated with the various CUPA programs in Livermore-Pleasanton Date of Government Version:01/23/2019 Source: Livermore-Pleasanton Fire Department Date Data Arrived at EDR:02/26/2019 Telephone: 925-454-2361 Date Made Active in Reports:04/01/2019 Last EDR Contact:05/14/2019 Number of Days to Update:34 Next Scheduled EDR Contact:08/26/2019 Data Release Frequency:Varies DRYCLEAN AVAQMD: Antelope Valley Air Quality Management District Drycleaner Listing A listing of dry cleaners in the Antelope Valley Air Quality Management District. TC5655027.2s Page GR-27 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version:02/27/2019 Source: Antelope Valley Air Quality Management District Date Data Arrived at EDR:02/28/2019 Telephone: 661-723-8070 Date Made Active in Reports:04/01/2019 Last EDR Contact:02/27/2019 Number of Days to Update:32 Next Scheduled EDR Contact:06/17/2019 Data Release Frequency:Varies DRYCLEANERS: Cleaner Facilities A list of drycleaner related facilities that have EPA ID numbers.These are facilities with certain SIC codes: power laundries,family and commercial;garment pressing and cleaner's agents;linen supply;coin-operated laundries and cleaning;drycleaning plants,except rugs;carpet and upholster cleaning;industrial launderers;laundry and garment services. Date of Government Version: 12/13/2018 Source: Department of Toxic Substance Control Date Data Arrived at EDR:01/17/2019 Telephone: 916-327-4498 Date Made Active in Reports:03/05/2019 Last EDR Contact:02/27/2019 Number of Days to Update:47 Next Scheduled EDR Contact:06/17/2019 Data Release Frequency:Annually DRYCLEAN SOUTH COAST: South Coast Air Quality Management District Drycleaner Listing A listing of dry cleaners in the South Coast Air Quality Management District Date of Government Version:03/19/2019 Source: South Coast Air Quality Management District Date Data Arrived at EDR:03/22/2019 Telephone: 909-396-3211 Date Made Active in Reports:04/09/2019 Last EDR Contact:03/22/2019 Number of Days to Update:18 Next Scheduled EDR Contact:06/10/2019 Data Release Frequency:Varies EMI: Emissions Inventory Data Toxics and criteria pollutant emissions data collected by the ARB and local air pollution agencies. Date of Government Version: 12/31/2017 Source: California Air Resources Board Date Data Arrived at EDR:06/20/2018 Telephone: 916-322-2990 Date Made Active in Reports:08/06/2018 Last EDR Contact:03/22/2019 Number of Days to Update:47 Next Scheduled EDR Contact:07/01/2019 Data Release Frequency:Varies ENF: Enforcement Action Listing A listing of Water Board Enforcement Actions.Formal is everything except Oral/Verbal Communication,Notice of Violation,Expedited Payment Letter,and Staff Enforcement Letter. Date of Government Version: 11/01/2018 Source: State Water Resoruces Control Board Date Data Arrived at EDR:11/02/2018 Telephone: 916-445-9379 Date Made Active in Reports: 12/13/2018 Last EDR Contact:05/14/2019 Number of Days to Update:41 Next Scheduled EDR Contact:08/26/2019 Data Release Frequency:Varies Financial Assurance 1: Financial Assurance Information Listing Financial Assurance information Date of Government Version:01/10/2019 Source: Department of Toxic Substances Control Date Data Arrived at EDR:01/23/2019 Telephone: 916-255-3628 Date Made Active in Reports:03/05/2019 Last EDR Contact:04/22/2019 Number of Days to Update:41 Next Scheduled EDR Contact:08/05/2019 Data Release Frequency:Varies Financial Assurance 2: Financial Assurance Information Listing A listing of financial assurance information for solid waste facilities.Financial assurance is intended to ensure that resources are available to pay for the cost of closure,post-closure care,and corrective measures if the owner or operator of a regulated facility is unable or unwilling to pay. TC5655027.2s Page GR-28 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version:02/15/2019 Source: California Integrated Waste Management Board Date Data Arrived at EDR:02/19/2019 Telephone: 916-341-6066 Date Made Active in Reports:03/05/2019 Last EDR Contact:05/09/2019 Number of Days to Update:14 Next Scheduled EDR Contact:08/26/2019 Data Release Frequency:Varies HAZNET: Facility and Manifest Data Facility and Manifest Data.The data is extracted from the copies of hazardous waste manifests received each year by the DTSC.The annual volume of manifests is typically 700,000-1,000,000 annually,representing approximately 350,000-500,000 shipments.Data are from the manifests submitted without correction,and therefore many contain some invalid values for data elements such as generator ID,TSD ID,waste category,and disposal method.This database begins with calendar year 1993. Date of Government Version: 12/31/2017 Source: California Environmental Protection Agency Date Data Arrived at EDR:10/10/2018 Telephone: 916-255-1136 Date Made Active in Reports: 11/16/2018 Last EDR Contact:04/22/2019 Number of Days to Update:37 Next Scheduled EDR Contact:07/22/2019 Data Release Frequency:Annually ICE: ICE Contains data pertaining to the Permitted Facilities with Inspections/Enforcements sites tracked in Envirostor. Date of Government Version:02/19/2019 Source: Department of Toxic Subsances Control Date Data Arrived at EDR:02/20/2019 Telephone: 877-786-9427 Date Made Active in Reports:03/05/2019 Last EDR Contact:02/20/2019 Number of Days to Update:13 Next Scheduled EDR Contact:06/03/2019 Data Release Frequency:Quarterly HIST CORTESE: Hazardous Waste&Substance Site List The sites for the list are designated by the State Water Resource Control Board[LUST],the Integrated Waste Board [SWF/LS],and the Department of Toxic Substances Control[CALSITES].This listing is no longer updated by the state agency. Date of Government Version:04/01/2001 Source: Department of Toxic Substances Control Date Data Arrived at EDR:01/22/2009 Telephone: 916-323-3400 Date Made Active in Reports:04/08/2009 Last EDR Contact:01/22/2009 Number of Days to Update:76 Next Scheduled EDR Contact:N/A Data Release Frequency:No Update Planned HWP: EnviroStor Permitted Facilities Listing Detailed information on permitted hazardous waste facilities and corrective action("cleanups")tracked in EnviroStor. Date of Government Version:02/19/2019 Source: Department of Toxic Substances Control Date Data Arrived at EDR:02/20/2019 Telephone: 916-323-3400 Date Made Active in Reports:03/05/2019 Last EDR Contact:02/20/2019 Number of Days to Update:13 Next Scheduled EDR Contact:06/03/2019 Data Release Frequency:Quarterly HWT: Registered Hazardous Waste Transporter Database A listing of hazardous waste transporters. In California,unless specifically exempted,it is unlawful for any person to transport hazardous wastes unless the person holds a valid registration issued by DTSC.A hazardous waste transporter registration is valid for one year and is assigned a unique registration number. Date of Government Version:01/07/2019 Source: Department of Toxic Substances Control Date Data Arrived at EDR:01/08/2019 Telephone: 916-440-7145 Date Made Active in Reports:03/05/2019 Last EDR Contact:04/09/2019 Number of Days to Update:56 Next Scheduled EDR Contact:07/22/2019 Data Release Frequency:Quarterly TC5655027.2s Page GR-29 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING MINES: Mines Site Location Listing A listing of mine site locations from the Office of Mine Reclamation. Date of Government Version: 12/10/2018 Source: Department of Conservation Date Data Arrived at EDR:12/12/2018 Telephone: 916-322-1080 Date Made Active in Reports:01/15/2019 Last EDR Contact:12/12/2018 Number of Days to Update:34 Next Scheduled EDR Contact:03/25/2019 Data Release Frequency:Quarterly MWMP: Medical Waste Management Program Listing The Medical Waste Management Program(MWMP)ensures the proper handling and disposal of medical waste by permitting and inspecting medical waste Offsite Treatment Facilities(PDF)and Transfer Stations(PDF)throughout the state.MWMP also oversees all Medical Waste Transporters. Date of Government Version:02/20/2019 Source: Department of Public Health Date Data Arrived at EDR:03/05/2019 Telephone: 916-558-1784 Date Made Active in Reports:04/02/2019 Last EDR Contact:03/05/2019 Number of Days to Update:28 Next Scheduled EDR Contact:06/17/2019 Data Release Frequency:Varies NPDES: NPDES Permits Listing A listing of NPDES permits,including stormwater. Date of Government Version:02/11/2019 Source: State Water Resources Control Board Date Data Arrived at EDR:02/12/2019 Telephone: 916-445-9379 Date Made Active in Reports:03/07/2019 Last EDR Contact:05/14/2019 Number of Days to Update:23 Next Scheduled EDR Contact:08/26/2019 Data Release Frequency:Quarterly PEST LIC: Pesticide Regulation Licenses Listing A listing of licenses and certificates issued by the Department of Pesticide Regulation.The DPR issues licenses and/or certificates to:Persons and businesses that apply or sell pesticides;Pest control dealers and brokers; Persons who advise on agricultural pesticide applications. Date of Government Version:03/04/2019 Source: Department of Pesticide Regulation Date Data Arrived at EDR:03/05/2019 Telephone: 916-445-4038 Date Made Active in Reports:04/05/2019 Last EDR Contact:03/05/2019 Number of Days to Update:31 Next Scheduled EDR Contact:06/17/2019 Data Release Frequency:Quarterly PROC: Certified Processors Database A listing of certified processors. Date of Government Version:03/11/2019 Source: Department of Conservation Date Data Arrived at EDR:03/13/2019 Telephone: 916-323-3836 Date Made Active in Reports:04/29/2019 Last EDR Contact:03/13/2019 Number of Days to Update:47 Next Scheduled EDR Contact:06/24/2019 Data Release Frequency:Quarterly NOTIFY 65: Proposition 65 Records Listings of all Proposition 65 incidents reported to counties by the State Water Resources Control Board and the Regional Water Quality Control Board.This database is no longer updated by the reporting agency. Date of Government Version:03/18/2019 Source: State Water Resources Control Board Date Data Arrived at EDR:03/19/2019 Telephone: 916-445-3846 Date Made Active in Reports:04/29/2019 Last EDR Contact:03/18/2019 Number of Days to Update:41 Next Scheduled EDR Contact:07/01/2019 Data Release Frequency:No Update Planned TC5655027.2s Page GR-30 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING UIC: UIC Listing A listing of wells identified as underground injection wells,in the California Oil and Gas Wells database. Date of Government Version:04/27/2018 Source: Deaprtment of Conservation Date Data Arrived at EDR:06/13/2018 Telephone: 916-445-2408 Date Made Active in Reports:07/17/2018 Last EDR Contact:03/13/2019 Number of Days to Update:34 Next Scheduled EDR Contact:06/24/2019 Data Release Frequency:Varies UIC GEO: Underground Injection Control Sites(GEOTRACKER) Underground control injection sites Date of Government Version: 12/10/2018 Source: State Water Resource Control Board Date Data Arrived at EDR:12/11/2018 Telephone: 866-480-1028 Date Made Active in Reports:01/15/2019 Last EDR Contact: 12/12/2018 Number of Days to Update:35 Next Scheduled EDR Contact:03/25/2019 Data Release Frequency:Varies WASTEWATER PITS: Oil Wastewater Pits Listing Water officials discovered that oil producers have been dumping chemical-laden wastewater into hundreds of unlined pits that are operating without proper permits. Inspections completed by the Central Valley Regional Water Quality Control Board revealed the existence of previously unidentified waste sites.The water boards review found that more than one-third of the region's active disposal pits are operating without permission. Date of Government Version:05/08/2018 Source: RWQCB,Central Valley Region Date Data Arrived at EDR:07/11/2018 Telephone: 559-445-5577 Date Made Active in Reports:09/13/2018 Last EDR Contact:04/12/2019 Number of Days to Update:64 Next Scheduled EDR Contact:07/22/2019 Data Release Frequency:Varies WDS: Waste Discharge System Sites which have been issued waste discharge requirements. Date of Government Version:06/19/2007 Source: State Water Resources Control Board Date Data Arrived at EDR:06/20/2007 Telephone: 916-341-5227 Date Made Active in Reports:06/29/2007 Last EDR Contact:02/13/2019 Number of Days to Update:9 Next Scheduled EDR Contact:06/03/2019 Data Release Frequency:Quarterly MILITARY PRIV SITES: Military Privatized Sites(GEOTRACKER) Military privatized sites Date of Government Version: 12/10/2018 Source: State Water Resources Control Board Date Data Arrived at EDR:12/11/2018 Telephone: 866-480-1028 Date Made Active in Reports:01/15/2019 Last EDR Contact:12/12/2018 Number of Days to Update:35 Next Scheduled EDR Contact:03/25/2019 Data Release Frequency:Varies PROJECT: Project Sites(GEOTRACKER) Projects sites Date of Government Version: 12/10/2018 Source: State Water Resources Control Board Date Data Arrived at EDR:12/11/2018 Telephone: 866-480-1028 Date Made Active in Reports:01/15/2019 Last EDR Contact:12/12/2018 Number of Days to Update:35 Next Scheduled EDR Contact:03/25/2019 Data Release Frequency:Varies WDR: Waste Discharge Requirements Listing In general,the Waste Discharge Requirements(WDRs)Program(sometimes also referred to as the"Non Chapter 15(Non 15)Program")regulates point discharges that are exempt pursuant to Subsection 20090 of Title 27 and not subject to the Federal Water Pollution Control Act.Exemptions from Title 27 may be granted for nine categories of discharges(e.g.,sewage,wastewater,etc.)that meet,and continue to meet,the preconditions listed for each specific exemption.The scope of the WDRs Program also includes the discharge of wastes classified as inert, pursuant to section 20230 of Title 27. TC5655027.2s Page GR-31 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version:03/11/2019 Source: State Water Resources Control Board Date Data Arrived at EDR:03/13/2019 Telephone: 916-341-5810 Date Made Active in Reports:04/29/2019 Last EDR Contact:03/13/2019 Number of Days to Update:47 Next Scheduled EDR Contact:06/24/2019 Data Release Frequency:Quarterly CIWQS: California Integrated Water Quality System The California Integrated Water Quality System(CIWQS)is a computer system used by the State and Regional Water Quality Control Boards to track information about places of environmental interest,manage permits and other orders, track inspections,and manage violations and enforcement activities. Date of Government Version:03/05/2019 Source: State Water Resources Control Board Date Data Arrived at EDR:03/05/2019 Telephone: 866-794-4977 Date Made Active in Reports:04/02/2019 Last EDR Contact:03/05/2019 Number of Days to Update:28 Next Scheduled EDR Contact:06/17/2019 Data Release Frequency:Varies CERS: CaIEPA Regulated Site Portal Data The CaIEPA Regulated Site Portal database combines data about environmentally regulated sites and facilities in California into a single database. It combines data from a variety of state and federal databases,and provides an overview of regulated activities across the spectrum of environmental programs for any given location in California. These activities include hazardous materials and waste,state and federal cleanups,impacted ground and surface waters,and toxic materials Date of Government Version:04/09/2019 Source: California Environmental Protection Agency Date Data Arrived at EDR:04/11/2019 Telephone: 916-323-2514 Date Made Active in Reports:05/08/2019 Last EDR Contact:04/11/2019 Number of Days to Update:27 Next Scheduled EDR Contact:08/05/2019 Data Release Frequency:Varies WIP: Well Investigation Program Case List Well Investigation Program case in the San Gabriel and San Fernando Valley area. Date of Government Version:07/03/2009 Source: Los Angeles Water Quality Control Board Date Data Arrived at EDR:07/21/2009 Telephone: 213-576-6726 Date Made Active in Reports:08/03/2009 Last EDR Contact:03/25/2019 Number of Days to Update:13 Next Scheduled EDR Contact:07/08/2019 Data Release Frequency:Varies NON-CASE INFO: Non-Case Information Sites(GEOTRACKER) Non-Case Information sites Date of Government Version: 12/10/2018 Source: State Water Resources Control Board Date Data Arrived at EDR:12/11/2018 Telephone: 866-480-1028 Date Made Active in Reports:01/15/2019 Last EDR Contact:12/12/2018 Number of Days to Update:35 Next Scheduled EDR Contact:03/25/2019 Data Release Frequency:Varies OTHER OIL GAS: Other Oil&Gas Projects Sites(GEOTRACKER) Other Oil&Gas Projects sites Date of Government Version: 12/10/2018 Source: State Water Resources Control Board Date Data Arrived at EDR:12/11/2018 Telephone: 866-480-1028 Date Made Active in Reports:01/15/2019 Last EDR Contact:12/12/2018 Number of Days to Update:35 Next Scheduled EDR Contact:03/25/2019 Data Release Frequency:Varies PROD WATER PONDS: Produced Water Ponds Sites(GEOTRACKER) Produced water ponds sites TC5655027.2s Page GR-32 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 12/10/2018 Source: State Water Resources Control Board Date Data Arrived at EDR:12/11/2018 Telephone: 866-480-1028 Date Made Active in Reports:01/15/2019 Last EDR Contact:12/12/2018 Number of Days to Update:35 Next Scheduled EDR Contact:03/25/2019 Data Release Frequency:Varies SAMPLING POINT: Sampling Point?Public Sites(GEOTRACKER) Sampling point-public sites Date of Government Version: 12/10/2018 Source: State Water Resources Control Board Date Data Arrived at EDR:12/11/2018 Telephone: 866-480-1028 Date Made Active in Reports:01/15/2019 Last EDR Contact:12/12/2018 Number of Days to Update:35 Next Scheduled EDR Contact:03/25/2019 Data Release Frequency:Varies WELL STIM PROJ: Well Stimulation Project(GEOTRACKER) Includes areas of groundwater monitoring plans,a depiction of the monitoring network,and the facilities,boundaries, and subsurface characteristics of the oilfield and the features(oil and gas wells,produced water ponds,UIC wells,water supply wells,etc?)being monitored Date of Government Version: 12/10/2018 Source: State Water Resources Control Board Date Data Arrived at EDR:12/11/2018 Telephone: 866-480-1028 Date Made Active in Reports:01/15/2019 Last EDR Contact:12/12/2018 Number of Days to Update:35 Next Scheduled EDR Contact:03/25/2019 Data Release Frequency:Varies EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records EDR MGP: EDR Proprietary Manufactured Gas Plants The EDR Proprietary Manufactured Gas Plant Database includes records of coal gas plants(manufactured gas plants) compiled by EDR's researchers.Manufactured gas sites were used in the United States from the 1800's to 1950's to produce a gas that could be distributed and used as fuel.These plants used whale oil,rosin,coal,or a mixture of coal,oil,and water that also produced a significant amount of waste.Many of the byproducts of the gas production, such as coal tar(oily waste containing volatile and non-volatile chemicals),sludges,oils and other compounds are potentially hazardous to human health and the environment.The byproduct from this process was frequently disposed of directly at the plant site and can remain or spread slowly,serving as a continuous source of soil and groundwater contamination. Date of Government Version:N/A Source: EDR,Inc. Date Data Arrived at EDR:N/A Telephone: N/A Date Made Active in Reports:N/A Last EDR Contact:N/A Number of Days to Update:N/A Next Scheduled EDR Contact:N/A Data Release Frequency:No Update Planned EDR Hist Auto: EDR Exclusive Historical Auto Stations EDR has searched selected national collections of business directories and has collected listings of potential gas station/filling station/service station sites that were available to EDR researchers. EDR's review was limited to those categories of sources that might,in EDR's opinion,include gas station/filling station/service station establishments.The categories reviewed included,but were not limited to gas,gas station,gasoline station, filling station,auto,automobile repair,auto service station,service station,etc.This database falls within a category of information EDR classifies as"High Risk Historical Records",or HRHR. EDR's HRHR effort presents unique and sometimes proprietary data about past sites and operations that typically create environmental concerns, but may not show up in current government records searches. Date of Government Version:N/A Source: EDR,Inc. Date Data Arrived at EDR:N/A Telephone: N/A Date Made Active in Reports:N/A Last EDR Contact:N/A Number of Days to Update:N/A Next Scheduled EDR Contact:N/A Data Release Frequency:Varies TC5655027.2s Page GR-33 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING EDR Hist Cleaner: EDR Exclusive Historical Cleaners EDR has searched selected national collections of business directories and has collected listings of potential dry cleaner sites that were available to EDR researchers.EDR's review was limited to those categories of sources that might,in EDR's opinion,include dry cleaning establishments.The categories reviewed included,but were not limited to dry cleaners,cleaners,laundry,Laundromat,cleaning/laundry,wash&dry etc.This database falls within a category of information EDR classifies as"High Risk Historical Records",or HRHR.EDR's HRHR effort presents unique and sometimes proprietary data about past sites and operations that typically create environmental concerns,but may not show up in current government records searches. Date of Government Version:N/A Source: EDR,Inc. Date Data Arrived at EDR:N/A Telephone: N/A Date Made Active in Reports:N/A Last EDR Contact:N/A Number of Days to Update: N/A Next Scheduled EDR Contact:N/A Data Release Frequency:Varies EDR RECOVERED GOVERNMENT ARCHIVES Exclusive Recovered Govt.Archives RGA LF: Recovered Government Archive Solid Waste Facilities List The EDR Recovered Government Archive Landfill database provides a list of landfills derived from historical databases and includes many records that no longer appear in current government lists.Compiled from Records formerly available from the Department of Resources Recycling and Recovery in California. Date of Government Version:N/A Source: Department of Resources Recycling and Recovery Date Data Arrived at EDR:07/01/2013 Telephone: N/A Date Made Active in Reports:01/13/2014 Last EDR Contact:06/01/2012 Number of Days to Update:196 Next Scheduled EDR Contact:N/A Data Release Frequency:Varies RGA LUST: Recovered Government Archive Leaking Underground Storage Tank The EDR Recovered Government Archive Leaking Underground Storage Tank database provides a list of LUST incidents derived from historical databases and includes many records that no longer appear in current government lists. Compiled from Records formerly available from the State Water Resources Control Board in California. Date of Government Version:N/A Source: State Water Resources Control Board Date Data Arrived at EDR:07/01/2013 Telephone: N/A Date Made Active in Reports: 12/30/2013 Last EDR Contact:06/01/2012 Number of Days to Update:182 Next Scheduled EDR Contact:N/A Data Release Frequency:Varies COUNTY RECORDS ALAMEDA COUNTY: CS ALAMEDA: Contaminated Sites A listing of contaminated sites overseen by the Toxic Release Program(oil and groundwater contamination from chemical releases and spills)and the Leaking Underground Storage Tank Program(soil and ground water contamination from leaking petroleum USTs). Date of Government Version:01/09/2019 Source: Alameda County Environmental Health Services Date Data Arrived at EDR:01/11/2019 Telephone: 510-567-6700 Date Made Active in Reports:03/05/2019 Last EDR Contact:04/22/2019 Number of Days to Update:53 Next Scheduled EDR Contact:07/22/2019 Data Release Frequency:Semi-Annually UST ALAMEDA: Underground Tanks Underground storage tank sites located in Alameda county. Date of Government Version:01/07/2019 Source: Alameda County Environmental Health Services Date Data Arrived at EDR:01/08/2019 Telephone: 510-567-6700 Date Made Active in Reports:03/08/2019 Last EDR Contact:04/08/2019 Number of Days to Update:59 Next Scheduled EDR Contact:04/24/2047 Data Release Frequency:Semi-Annually AMADOR COUNTY: TC5655027.2s Page GR-34 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING CUPA AMADOR: CUPA Facility List Cupa Facility List Date of Government Version:01/07/2019 Source: Amador County Environmental Health Date Data Arrived at EDR:01/08/2019 Telephone: 209-223-6439 Date Made Active in Reports:03/07/2019 Last EDR Contact:02/27/2019 Number of Days to Update:58 Next Scheduled EDR Contact:06/17/2019 Data Release Frequency:Varies BUTTE COUNTY: CUPA BUTTE: CUPA Facility Listing Cupa facility list. Date of Government Version:04/21/2017 Source: Public Health Department Date Data Arrived at EDR:04/25/2017 Telephone: 530-538-7149 Date Made Active in Reports:08/09/2017 Last EDR Contact:04/08/2019 Number of Days to Update:106 Next Scheduled EDR Contact:07/22/2019 Data Release Frequency:No Update Planned CALVERAS COUNTY: CUPA CALVERAS: CUPA Facility Listing Cupa Facility Listing Date of Government Version:01/24/2019 Source: Calveras County Environmental Health Date Data Arrived at EDR:01/25/2019 Telephone: 209-754-6399 Date Made Active in Reports:03/05/2019 Last EDR Contact:03/25/2019 Number of Days to Update:39 Next Scheduled EDR Contact:07/08/2019 Data Release Frequency:Quarterly COLUSA COUNTY: CUPA COLUSA: CUPA Facility List Cupa facility list. Date of Government Version:02/27/2019 Source: Health&Human Services Date Data Arrived at EDR:02/28/2019 Telephone: 530-458-0396 Date Made Active in Reports:04/01/2019 Last EDR Contact:05/02/2019 Number of Days to Update:32 Next Scheduled EDR Contact:08/19/2019 Data Release Frequency:Semi-Annually CONTRA COSTA COUNTY: SL CONTRA COSTA: Site List List includes sites from the underground tank,hazardous waste generator and business plan/2185 programs. Date of Government Version:02/14/2019 Source: Contra Costa Health Services Department Date Data Arrived at EDR:02/19/2019 Telephone: 925-646-2286 Date Made Active in Reports:03/08/2019 Last EDR Contact:04/29/2019 Number of Days to Update:17 Next Scheduled EDR Contact:08/12/2019 Data Release Frequency:Semi-Annually DEL NORTE COUNTY: TC5655027.2s Page GR-35 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING CUPA DEL NORTE: CUPA Facility List Cupa Facility list Date of Government Version:01/16/2019 Source: Del Norte County Environmental Health Division Date Data Arrived at EDR:02/05/2019 Telephone: 707-465-0426 Date Made Active in Reports:03/05/2019 Last EDR Contact:04/25/2019 Number of Days to Update:28 Next Scheduled EDR Contact:08/12/2019 Data Release Frequency:Varies EL DORADO COUNTY: CUPA EL DORADO: CUPA Facility List CUPA facility list. Date of Government Version:02/27/2019 Source: EI Dorado County Environmental Management Department Date Data Arrived at EDR:02/28/2019 Telephone: 530-621-6623 Date Made Active in Reports:04/01/2019 Last EDR Contact:04/29/2019 Number of Days to Update:32 Next Scheduled EDR Contact:08/12/2019 Data Release Frequency:Varies FRESNO COUNTY: CUPA FRESNO: CUPA Resources List Certified Unified Program Agency.CUPA's are responsible for implementing a unified hazardous materials and hazardous waste management regulatory program.The agency provides oversight of businesses that deal with hazardous materials, operate underground storage tanks or aboveground storage tanks. Date of Government Version:04/10/2019 Source: Dept.of Community Health Date Data Arrived at EDR:04/11/2019 Telephone: 559-445-3271 Date Made Active in Reports:04/30/2019 Last EDR Contact:03/29/2019 Number of Days to Update:19 Next Scheduled EDR Contact:07/15/2019 Data Release Frequency:Semi-Annually GLENN COUNTY: CUPA GLENN: CUPA Facility List Cupa facility list Date of Government Version:01/22/2018 Source: Glenn County Air Pollution Control District Date Data Arrived at EDR:01/24/2018 Telephone: 830-934-6500 Date Made Active in Reports:03/14/2018 Last EDR Contact:04/22/2019 Number of Days to Update:49 Next Scheduled EDR Contact:08/05/2019 Data Release Frequency:Varies HUMBOLDT COUNTY: CUPA HUMBOLDT: CUPA Facility List CUPA facility list. Date of Government Version: 12/11/2018 Source: Humboldt County Environmental Health Date Data Arrived at EDR:12/13/2018 Telephone: N/A Date Made Active in Reports:01/15/2019 Last EDR Contact:11/19/2018 Number of Days to Update:33 Next Scheduled EDR Contact:03/04/2019 Data Release Frequency:Semi-Annually IMPERIAL COUNTY: TC5655027.2s Page GR-36 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING CUPA IMPERIAL: CUPA Facility List Cupa facility list. Date of Government Version:01/18/2019 Source: San Diego Border Field Office Date Data Arrived at EDR:01/23/2019 Telephone: 760-339-2777 Date Made Active in Reports:03/05/2019 Last EDR Contact:04/22/2019 Number of Days to Update:41 Next Scheduled EDR Contact:08/05/2019 Data Release Frequency:Varies INYO COUNTY: CUPA INYO: CUPA Facility List Cupa facility list. Date of Government Version:04/02/2018 Source: Inyo County Environmental Health Services Date Data Arrived at EDR:04/03/2018 Telephone: 760-878-0238 Date Made Active in Reports:06/14/2018 Last EDR Contact:02/13/2019 Number of Days to Update:72 Next Scheduled EDR Contact:06/03/2019 Data Release Frequency:Varies KERN COUNTY: UST KERN: Underground Storage Tank Sites&Tank Listing Kern County Sites and Tanks Listing. Date of Government Version:01/28/2019 Source: Kern County Environment Health Services Department Date Data Arrived at EDR:02/07/2019 Telephone: 661-862-8700 Date Made Active in Reports:03/08/2019 Last EDR Contact:05/02/2019 Number of Days to Update:29 Next Scheduled EDR Contact:08/19/2019 Data Release Frequency:Quarterly KINGS COUNTY: CUPA KINGS: CUPA Facility List A listing of sites included in the county's Certified Unified Program Agency database.California's Secretary for Environmental Protection established the unified hazardous materials and hazardous waste regulatory program as required by chapter 6.11 of the California Health and Safety Code.The Unified Program consolidates the administration, permits,inspections,and enforcement activities. Date of Government Version:02/14/2019 Source: Kings County Department of Public Health Date Data Arrived at EDR:02/19/2019 Telephone: 559-584-1411 Date Made Active in Reports:03/05/2019 Last EDR Contact:02/13/2019 Number of Days to Update:14 Next Scheduled EDR Contact:06/03/2019 Data Release Frequency:Varies LAKE COUNTY: CUPA LAKE: CUPA Facility List Cupa facility list Date of Government Version:02/08/2019 Source: Lake County Environmental Health Date Data Arrived at EDR:02/12/2019 Telephone: 707-263-1164 Date Made Active in Reports:03/12/2019 Last EDR Contact:04/15/2019 Number of Days to Update:28 Next Scheduled EDR Contact:07/29/2019 Data Release Frequency:Varies LASSEN COUNTY: TC5655027.2s Page GR-37 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING CUPA LASSEN: CUPA Facility List Cupa facility list Date of Government Version:01/17/2019 Source: Lassen County Environmental Health Date Data Arrived at EDR:01/18/2019 Telephone: 530-251-8528 Date Made Active in Reports:03/05/2019 Last EDR Contact:04/22/2019 Number of Days to Update:46 Next Scheduled EDR Contact:08/05/2019 Data Release Frequency:Varies LOS ANGELES COUNTY: AOCONCERN: Key Areas of Concerns in Los Angeles County San Gabriel Valley areas where VOC contamination is at or above the MCL as designated by region 9 EPA office.Date of Government Version:3/30/2009 Exide Site area is a cleanup plan of lead-impacted soil surrounding the former Exide Facility as designated by the DTSC.Date of Government Version:7/17/2017 Date of Government Version:03/30/2009 Source: N/A Date Data Arrived at EDR:03/31/2009 Telephone: N/A Date Made Active in Reports: 10/23/2009 Last EDR Contact:03/18/2019 Number of Days to Update:206 Next Scheduled EDR Contact:07/01/2019 Data Release Frequency:No Update Planned HMS LOS ANGELES: HMS:Street Number List Industrial Waste and Underground Storage Tank Sites. Date of Government Version: 12/19/2018 Source: Department of Public Works Date Data Arrived at EDR:01/10/2019 Telephone: 626-458-3517 Date Made Active in Reports:03/07/2019 Last EDR Contact:05/02/2019 Number of Days to Update:56 Next Scheduled EDR Contact:07/22/2019 Data Release Frequency:Semi-Annually LF LOS ANGELES: List of Solid Waste Facilities Solid Waste Facilities in Los Angeles County. Date of Government Version:01/14/2019 Source: La County Department of Public Works Date Data Arrived at EDR:01/15/2019 Telephone: 818-458-5185 Date Made Active in Reports:03/07/2019 Last EDR Contact:04/16/2019 Number of Days to Update:51 Next Scheduled EDR Contact:07/29/2019 Data Release Frequency:Varies LF LOS ANGELES CITY: City of Los Angeles Landfills Landfills owned and maintained by the City of Los Angeles. Date of Government Version:01/01/2019 Source: Engineering&Construction Division Date Data Arrived at EDR:01/15/2019 Telephone: 213-473-7869 Date Made Active in Reports:03/07/2019 Last EDR Contact:04/15/2019 Number of Days to Update:51 Next Scheduled EDR Contact:07/29/2019 Data Release Frequency:Varies SITE MIT LOS ANGELES: Site Mitigation List Industrial sites that have had some sort of spill or complaint. Date of Government Version:01/30/2019 Source: Community Health Services Date Data Arrived at EDR:02/01/2019 Telephone: 323-890-7806 Date Made Active in Reports:03/07/2019 Last EDR Contact:04/16/2019 Number of Days to Update:34 Next Scheduled EDR Contact:07/29/2019 Data Release Frequency:Annually TC5655027.2s Page GR-38 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING UST EL SEGUNDO: City of EI Segundo Underground Storage Tank Underground storage tank sites located in EI Segundo city. Date of Government Version:01/21/2017 Source: City of EI Segundo Fire Department Date Data Arrived at EDR:04/19/2017 Telephone: 310-524-2236 Date Made Active in Reports:05/10/2017 Last EDR Contact:04/15/2019 Number of Days to Update:21 Next Scheduled EDR Contact:07/29/2019 Data Release Frequency:Semi-Annually UST LONG BEACH: City of Long Beach Underground Storage Tank Underground storage tank sites located in the city of Long Beach. Date of Government Version:03/09/2017 Source: City of Long Beach Fire Department Date Data Arrived at EDR:03/10/2017 Telephone: 562-570-2563 Date Made Active in Reports:05/03/2017 Last EDR Contact:04/22/2019 Number of Days to Update:54 Next Scheduled EDR Contact:08/05/2019 Data Release Frequency:Annually UST TORRANCE: City of Torrance Underground Storage Tank Underground storage tank sites located in the city of Torrance. Date of Government Version: 10/02/2018 Source: City of Torrance Fire Department Date Data Arrived at EDR:10/05/2018 Telephone: 310-618-2973 Date Made Active in Reports: 11/02/2018 Last EDR Contact:04/22/2019 Number of Days to Update:28 Next Scheduled EDR Contact:08/05/2019 Data Release Frequency:Semi-Annually MADERA COUNTY: CUPA MADERA: CUPA Facility List A listing of sites included in the county's Certified Unified Program Agency database.California's Secretary for Environmental Protection established the unified hazardous materials and hazardous waste regulatory program as required by chapter 6.11 of the California Health and Safety Code.The Unified Program consolidates the administration, permits,inspections,and enforcement activities. Date of Government Version:02/20/2019 Source: Madera County Environmental Health Date Data Arrived at EDR:02/22/2019 Telephone: 559-675-7823 Date Made Active in Reports:03/07/2019 Last EDR Contact:02/15/2019 Number of Days to Update:13 Next Scheduled EDR Contact:06/03/2019 Data Release Frequency:Varies MARIN COUNTY: UST MARIN: Underground Storage Tank Sites Currently permitted USTs in Marin County. Date of Government Version:09/26/2018 Source: Public Works Department Waste Management Date Data Arrived at EDR:10/04/2018 Telephone: 415-473-6647 Date Made Active in Reports: 11/02/2018 Last EDR Contact:03/29/2019 Number of Days to Update:29 Next Scheduled EDR Contact:07/15/2019 Data Release Frequency:Semi-Annually MERCED COUNTY: CUPA MERCED: CUPA Facility List CUPA facility list. TC5655027.2s Page GR-39 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version:03/11/2019 Source: Merced County Environmental Health Date Data Arrived at EDR:03/19/2019 Telephone: 209-381-1094 Date Made Active in Reports:05/08/2019 Last EDR Contact:03/18/2019 Number of Days to Update:50 Next Scheduled EDR Contact:06/03/2019 Data Release Frequency:Varies MONO COUNTY: CUPA MONO: CUPA Facility List CUPA Facility List Date of Government Version:02/21/2019 Source: Mono County Health Department Date Data Arrived at EDR:02/26/2019 Telephone: 760-932-5580 Date Made Active in Reports:04/01/2019 Last EDR Contact:02/21/2019 Number of Days to Update:34 Next Scheduled EDR Contact:06/10/2019 Data Release Frequency:Varies MONTEREY COUNTY: CUPA MONTEREY: CUPA Facility Listing CUPA Program listing from the Environmental Health Division. Date of Government Version:02/05/2019 Source: Monterey County Health Department Date Data Arrived at EDR:02/07/2019 Telephone: 831-796-1297 Date Made Active in Reports:03/05/2019 Last EDR Contact:04/01/2019 Number of Days to Update:26 Next Scheduled EDR Contact:07/15/2019 Data Release Frequency:Varies NAPA COUNTY: LUST NAPA: Sites With Reported Contamination A listing of leaking underground storage tank sites located in Napa county. Date of Government Version:01/09/2017 Source: Napa County Department of Environmental Management Date Data Arrived at EDR:01/11/2017 Telephone: 707-253-4269 Date Made Active in Reports:03/02/2017 Last EDR Contact:02/21/2019 Number of Days to Update:50 Next Scheduled EDR Contact:06/10/2019 Data Release Frequency:No Update Planned UST NAPA: Closed and Operating Underground Storage Tank Sites Underground storage tank sites located in Napa county. Date of Government Version:02/21/2019 Source: Napa County Department of Environmental Management Date Data Arrived at EDR:02/22/2019 Telephone: 707-253-4269 Date Made Active in Reports:03/08/2019 Last EDR Contact:02/21/2019 Number of Days to Update:14 Next Scheduled EDR Contact:06/10/2019 Data Release Frequency:No Update Planned NEVADA COUNTY: CUPA NEVADA: CUPA Facility List CUPA facility list. Date of Government Version:01/25/2019 Source: Community Development Agency Date Data Arrived at EDR:01/29/2019 Telephone: 530-265-1467 Date Made Active in Reports:03/05/2019 Last EDR Contact:05/13/2019 Number of Days to Update:35 Next Scheduled EDR Contact:08/12/2019 Data Release Frequency:Varies ORANGE COUNTY: TC5655027.2s Page GR-40 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING IND—SITE ORANGE: List of Industrial Site Cleanups Petroleum and non-petroleum spills. Date of Government Version:01/02/2019 Source: Health Care Agency Date Data Arrived at EDR:02/07/2019 Telephone: 714-834-3446 Date Made Active in Reports:03/05/2019 Last EDR Contact:05/06/2019 Number of Days to Update:26 Next Scheduled EDR Contact:08/19/2019 Data Release Frequency:Annually LUST ORANGE: List of Underground Storage Tank Cleanups Orange County Underground Storage Tank Cleanups(LUST). Date of Government Version:01/02/2019 Source: Health Care Agency Date Data Arrived at EDR:02/08/2019 Telephone: 714-834-3446 Date Made Active in Reports:03/06/2019 Last EDR Contact:05/06/2019 Number of Days to Update:26 Next Scheduled EDR Contact:08/19/2019 Data Release Frequency:Quarterly UST ORANGE: List of Underground Storage Tank Facilities Orange County Underground Storage Tank Facilities(UST). Date of Government Version:01/02/2019 Source: Health Care Agency Date Data Arrived at EDR:02/05/2019 Telephone: 714-834-3446 Date Made Active in Reports:03/08/2019 Last EDR Contact:05/07/2019 Number of Days to Update:31 Next Scheduled EDR Contact:08/19/2019 Data Release Frequency:Quarterly PLACER COUNTY: MS PLACER: Master List of Facilities List includes aboveground tanks,underground tanks and cleanup sites. Date of Government Version:02/28/2019 Source: Placer County Health and Human Services Date Data Arrived at EDR:03/01/2019 Telephone: 530-745-2363 Date Made Active in Reports:04/12/2019 Last EDR Contact:02/27/2019 Number of Days to Update:42 Next Scheduled EDR Contact:06/17/2019 Data Release Frequency:Semi-Annually PLUMAS COUNTY: CUPA PLUMAS: CUPA Facility List Plumas County CUPA Program facilities. Date of Government Version:01/14/2019 Source: Plumas County Environmental Health Date Data Arrived at EDR:01/18/2019 Telephone: 530-283-6355 Date Made Active in Reports:03/05/2019 Last EDR Contact:04/22/2019 Number of Days to Update:46 Next Scheduled EDR Contact:08/05/2019 Data Release Frequency:Varies RIVERSIDE COUNTY: LUST RIVERSIDE: Listing of Underground Tank Cleanup Sites Riverside County Underground Storage Tank Cleanup Sites(LUST). Date of Government Version:04/11/2019 Source: Department of Environmental Health Date Data Arrived at EDR:04/12/2019 Telephone: 951-358-5055 Date Made Active in Reports:04/30/2019 Last EDR Contact:03/18/2019 Number of Days to Update:18 Next Scheduled EDR Contact:07/01/2019 Data Release Frequency:Quarterly TC5655027.2s Page GR-41 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING UST RIVERSIDE: Underground Storage Tank Tank List Underground storage tank sites located in Riverside county. Date of Government Version:01/29/2019 Source: Department of Environmental Health Date Data Arrived at EDR:01/31/2019 Telephone: 951-358-5055 Date Made Active in Reports:03/08/2019 Last EDR Contact:03/18/2019 Number of Days to Update:36 Next Scheduled EDR Contact:07/01/2019 Data Release Frequency:Quarterly SACRAMENTO COUNTY: CS SACRAMENTO: Toxic Site Clean-Up List List of sites where unauthorized releases of potentially hazardous materials have occurred. Date of Government Version: 11/07/2018 Source: Sacramento County Environmental Management Date Data Arrived at EDR:01/04/2019 Telephone: 916-875-8406 Date Made Active in Reports:03/05/2019 Last EDR Contact:04/02/2019 Number of Days to Update:60 Next Scheduled EDR Contact:07/15/2019 Data Release Frequency:Quarterly ML SACRAMENTO: Master Hazardous Materials Facility List Any business that has hazardous materials on site-hazardous material storage sites,underground storage tanks, waste generators. Date of Government Version: 11/07/2018 Source: Sacramento County Environmental Management Date Data Arrived at EDR:12/28/2018 Telephone: 916-875-8406 Date Made Active in Reports:03/05/2019 Last EDR Contact:04/02/2019 Number of Days to Update:67 Next Scheduled EDR Contact:07/15/2019 Data Release Frequency:Quarterly SAN BENITO COUNTY: CUPA SAN BENITO: CUPA Facility List Cupa facility list Date of Government Version:03/11/2019 Source: San Benito County Environmental Health Date Data Arrived at EDR:03/13/2019 Telephone: N/A Date Made Active in Reports:04/30/2019 Last EDR Contact:05/02/2019 Number of Days to Update:48 Next Scheduled EDR Contact:08/19/2019 Data Release Frequency:Varies SAN BERNARDINO COUNTY: PERMITS SAN BERNARDINO: Hazardous Material Permits This listing includes underground storage tanks,medical waste handlers/generators,hazardous materials handlers, hazardous waste generators,and waste oil generators/handlers. Date of Government Version:02/27/2019 Source: San Bernardino County Fire Department Hazardous Materials Division Date Data Arrived at EDR:02/28/2019 Telephone: 909-387-3041 Date Made Active in Reports:04/02/2019 Last EDR Contact:05/06/2019 Number of Days to Update:33 Next Scheduled EDR Contact:08/19/2019 Data Release Frequency:Quarterly SAN DIEGO COUNTY: TC5655027.2s Page GR-42 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING HMMD SAN DIEGO: Hazardous Materials Management Division Database The database includes: HE58-This report contains the business name,site address,business phone number,establishment 'H'permit number,type of permit,and the business status. HE17-In addition to providing the same information provided in the HE58 listing,HE17 provides inspection dates,violations received by the establishment,hazardous waste generated,the quantity,method of storage,treatment/disposal of waste and the hauler,and information on underground storage tanks.Unauthorized Release List-Includes a summary of environmental contamination cases in San Diego County(underground tank cases,non-tank cases,groundwater contamination,and soil contamination are included.) Date of Government Version:03/04/2019 Source: Hazardous Materials Management Division Date Data Arrived at EDR:03/05/2019 Telephone: 619-338-2268 Date Made Active in Reports:04/02/2019 Last EDR Contact:03/05/2019 Number of Days to Update:28 Next Scheduled EDR Contact:06/17/2019 Data Release Frequency:Quarterly LF SAN DIEGO: Solid Waste Facilities San Diego County Solid Waste Facilities. Date of Government Version:04/18/2018 Source: Department of Health Services Date Data Arrived at EDR:04/24/2018 Telephone: 619-338-2209 Date Made Active in Reports:06/19/2018 Last EDR Contact:04/22/2019 Number of Days to Update:56 Next Scheduled EDR Contact:08/05/2019 Data Release Frequency:Varies SAN DIEGO CO LOP: Local Oversight Program Listing A listing of all LOP release sites that are or were under the County of San Diego's jurisdiction. Included are closed or transferred cases,open cases,and cases that did not have a case type indicated.The cases without a case type are mostly complaints;however,some of them could be LOP cases. Date of Government Version:03/06/2019 Source: Department of Environmental Health Date Data Arrived at EDR:03/06/2019 Telephone: 858-505-6874 Date Made Active in Reports:04/29/2019 Last EDR Contact:04/22/2019 Number of Days to Update:54 Next Scheduled EDR Contact:08/05/2019 Data Release Frequency:Varies SAN DIEGO CO.SAM: Environmental Case Listing The listing contains all underground tank release cases and projects pertaining to properties contaminated with hazardous substances that are actively under review by the Site Assessment and Mitigation Program. Date of Government Version:03/23/2010 Source: San Diego County Department of Environmental Health Date Data Arrived at EDR:06/15/2010 Telephone: 619-338-2371 Date Made Active in Reports:07/09/2010 Last EDR Contact:02/27/2019 Number of Days to Update:24 Next Scheduled EDR Contact:06/17/2019 Data Release Frequency:No Update Planned SAN FRANCISCO COUNTY: LUST SAN FRANCISCO: Local Oversite Facilities A listing of leaking underground storage tank sites located in San Francisco county. Date of Government Version:09/19/2008 Source: Department Of Public Health San Francisco County Date Data Arrived at EDR:09/19/2008 Telephone: 415-252-3920 Date Made Active in Reports:09/29/2008 Last EDR Contact:05/02/2019 Number of Days to Update:10 Next Scheduled EDR Contact:08/19/2019 Data Release Frequency:Quarterly UST SAN FRANCISCO: Underground Storage Tank Information Underground storage tank sites located in San Francisco county. TC5655027.2s Page GR-43 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 11/05/2018 Source: Department of Public Health Date Data Arrived at EDR:11/06/2018 Telephone: 415-252-3920 Date Made Active in Reports: 12/14/2018 Last EDR Contact:05/02/2019 Number of Days to Update:38 Next Scheduled EDR Contact:08/19/2019 Data Release Frequency:Quarterly SAN JOAQUIN COUNTY: UST SAN JOAQUIN: San Joaquin Co.UST A listing of underground storage tank locations in San Joaquin county. Date of Government Version:06/22/2018 Source: Environmental Health Department Date Data Arrived at EDR:06/26/2018 Telephone: N/A Date Made Active in Reports:07/11/2018 Last EDR Contact:03/18/2019 Number of Days to Update:15 Next Scheduled EDR Contact:07/01/2019 Data Release Frequency:Semi-Annually SAN LUIS OBISPO COUNTY: CUPA SAN LUIS OBISPO: CUPA Facility List Cupa Facility List. Date of Government Version:02/13/2019 Source: San Luis Obispo County Public Health Department Date Data Arrived at EDR:02/15/2019 Telephone: 805-781-5596 Date Made Active in Reports:03/14/2019 Last EDR Contact:02/13/2019 Number of Days to Update:27 Next Scheduled EDR Contact:06/03/2019 Data Release Frequency:Varies SAN MATEO COUNTY: BI SAN MATEO: Business Inventory List includes Hazardous Materials Business Plan,hazardous waste generators,and underground storage tanks. Date of Government Version:03/04/2019 Source: San Mateo County Environmental Health Services Division Date Data Arrived at EDR:03/13/2019 Telephone: 650-363-1921 Date Made Active in Reports:04/29/2019 Last EDR Contact:03/13/2019 Number of Days to Update:47 Next Scheduled EDR Contact:06/24/2019 Data Release Frequency:Annually LUST SAN MATEO: Fuel Leak List A listing of leaking underground storage tank sites located in San Mateo county. Date of Government Version: 12/13/2018 Source: San Mateo County Environmental Health Services Division Date Data Arrived at EDR:12/18/2018 Telephone: 650-363-1921 Date Made Active in Reports:01/23/2019 Last EDR Contact:03/25/2019 Number of Days to Update:36 Next Scheduled EDR Contact:06/24/2019 Data Release Frequency:Semi-Annually SANTA BARBARA COUNTY: CUPA SANTA BARBARA: CUPA Facility Listing CUPA Program Listing from the Environmental Health Services division. Date of Government Version:09/08/2011 Source: Santa Barbara County Public Health Department Date Data Arrived at EDR:09/09/2011 Telephone: 805-686-8167 Date Made Active in Reports: 10/07/2011 Last EDR Contact:02/13/2019 Number of Days to Update:28 Next Scheduled EDR Contact:06/03/2019 Data Release Frequency:Varies SANTA CLARA COUNTY: TC5655027.2s Page GR-44 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING CUPA SANTA CLARA: Cupa Facility List Cupa facility list Date of Government Version:02/13/2019 Source: Department of Environmental Health Date Data Arrived at EDR:02/19/2019 Telephone: 408-918-1973 Date Made Active in Reports:03/06/2019 Last EDR Contact:02/13/2019 Number of Days to Update:15 Next Scheduled EDR Contact:06/03/2019 Data Release Frequency:Varies HIST LUST SANTA CLARA: HIST LUST-Fuel Leak Site Activity Report A listing of open and closed leaking underground storage tanks.This listing is no longer updated by the county. Leaking underground storage tanks are now handled by the Department of Environmental Health. Date of Government Version:03/29/2005 Source: Santa Clara Valley Water District Date Data Arrived at EDR:03/30/2005 Telephone: 408-265-2600 Date Made Active in Reports:04/21/2005 Last EDR Contact:03/23/2009 Number of Days to Update:22 Next Scheduled EDR Contact:06/22/2009 Data Release Frequency:No Update Planned LUST SANTA CLARA: LOP Listing A listing of leaking underground storage tanks located in Santa Clara county. Date of Government Version:03/03/2014 Source: Department of Environmental Health Date Data Arrived at EDR:03/05/2014 Telephone: 408-918-3417 Date Made Active in Reports:03/18/2014 Last EDR Contact:02/21/2019 Number of Days to Update:13 Next Scheduled EDR Contact:06/10/2019 Data Release Frequency:Annually SAN JOSE HAZMAT: Hazardous Material Facilities Hazardous material facilities,including underground storage tank sites. Date of Government Version:01/30/2019 Source: City of San Jose Fire Department Date Data Arrived at EDR:02/01/2019 Telephone: 408-535-7694 Date Made Active in Reports:03/07/2019 Last EDR Contact:05/02/2019 Number of Days to Update:34 Next Scheduled EDR Contact:08/19/2019 Data Release Frequency:Annually SANTA CRUZ COUNTY: CUPA SANTA CRUZ: CUPA Facility List CUPA facility listing. Date of Government Version:01/21/2017 Source: Santa Cruz County Environmental Health Date Data Arrived at EDR:02/22/2017 Telephone: 831-464-2761 Date Made Active in Reports:05/23/2017 Last EDR Contact:02/13/2019 Number of Days to Update:90 Next Scheduled EDR Contact:06/03/2019 Data Release Frequency:Varies SHASTA COUNTY: CUPA SHASTA: CUPA Facility List Cupa Facility List. Date of Government Version:06/15/2017 Source: Shasta County Department of Resource Management Date Data Arrived at EDR:06/19/2017 Telephone: 530-225-5789 Date Made Active in Reports:08/09/2017 Last EDR Contact:02/13/2019 Number of Days to Update:51 Next Scheduled EDR Contact:06/03/2019 Data Release Frequency:Varies SOLANO COUNTY: TC5655027.2s Page GR-45 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING LUST SOLANO: Leaking Underground Storage Tanks A listing of leaking underground storage tank sites located in Solano county. Date of Government Version:03/05/2019 Source: Solano County Department of Environmental Management Date Data Arrived at EDR:03/07/2019 Telephone: 707-784-6770 Date Made Active in Reports:04/29/2019 Last EDR Contact:02/27/2019 Number of Days to Update:53 Next Scheduled EDR Contact:06/17/2019 Data Release Frequency:Quarterly UST SOLANO: Underground Storage Tanks Underground storage tank sites located in Solano county. Date of Government Version:03/05/2019 Source: Solano County Department of Environmental Management Date Data Arrived at EDR:03/07/2019 Telephone: 707-784-6770 Date Made Active in Reports:04/03/2019 Last EDR Contact:02/27/2019 Number of Days to Update:27 Next Scheduled EDR Contact:06/17/2019 Data Release Frequency:Quarterly SONOMA COUNTY: CUPA SONOMA: Cupa Facility List Cupa Facility list Date of Government Version:03/18/2019 Source: County of Sonoma Fire&Emergency Services Department Date Data Arrived at EDR:03/26/2019 Telephone: 707-565-1174 Date Made Active in Reports:05/01/2019 Last EDR Contact:03/25/2019 Number of Days to Update:36 Next Scheduled EDR Contact:07/08/2019 Data Release Frequency:Varies LUST SONOMA: Leaking Underground Storage Tank Sites A listing of leaking underground storage tank sites located in Sonoma county. Date of Government Version:04/03/2019 Source: Department of Health Services Date Data Arrived at EDR:04/11/2019 Telephone: 707-565-6565 Date Made Active in Reports:04/30/2019 Last EDR Contact:04/08/2019 Number of Days to Update:19 Next Scheduled EDR Contact:07/08/2019 Data Release Frequency:Quarterly STANISLAUS COUNTY: CUPA STANISLAUS: CUPA Facility List Cupa facility list Date of Government Version: 12/11/2018 Source: Stanislaus County Department of Ennvironmental Protection Date Data Arrived at EDR:12/13/2018 Telephone: 209-525-6751 Date Made Active in Reports:01/15/2019 Last EDR Contact:04/15/2019 Number of Days to Update:33 Next Scheduled EDR Contact:07/29/2019 Data Release Frequency:Varies SUTTER COUNTY: UST SUTTER: Underground Storage Tanks Underground storage tank sites located in Sutter county. Date of Government Version:02/28/2019 Source: Sutter County Environmental Health Services Date Data Arrived at EDR:03/01/2019 Telephone: 530-822-7500 Date Made Active in Reports:04/03/2019 Last EDR Contact:02/27/2019 Number of Days to Update:33 Next Scheduled EDR Contact:06/17/2019 Data Release Frequency:Semi-Annually TEHAMA COUNTY: TC5655027.2s Page GR-46 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING CUPA TEHAMA: CUPA Facility List Cupa facilities Date of Government Version: 12/13/2018 Source: Tehama County Department of Environmental Health Date Data Arrived at EDR:12/18/2018 Telephone: 530-527-8020 Date Made Active in Reports:01/15/2019 Last EDR Contact:05/02/2019 Number of Days to Update:28 Next Scheduled EDR Contact:08/19/2019 Data Release Frequency:Varies TRINITY COUNTY: CUPA TRINITY: CUPA Facility List Cupa facility list Date of Government Version:01/18/2019 Source: Department of Toxic Substances Control Date Data Arrived at EDR:01/23/2019 Telephone: 760-352-0381 Date Made Active in Reports:03/06/2019 Last EDR Contact:04/22/2019 Number of Days to Update:42 Next Scheduled EDR Contact:08/05/2019 Data Release Frequency:Varies TULARE COUNTY: CUPA TULARE: CUPA Facility List Cupa program facilities Date of Government Version: 12/26/2018 Source: Tulare County Environmental Health Services Division Date Data Arrived at EDR:12/27/2018 Telephone: 559-624-7400 Date Made Active in Reports:01/15/2019 Last EDR Contact:05/06/2019 Number of Days to Update:19 Next Scheduled EDR Contact:08/19/2019 Data Release Frequency:Varies TUOLUMNE COUNTY: CUPA TUOLUMNE: CUPA Facility List Cupa facility list Date of Government Version:04/23/2018 Source: Divison of Environmental Health Date Data Arrived at EDR:04/25/2018 Telephone: 209-533-5633 Date Made Active in Reports:06/25/2018 Last EDR Contact:05/02/2019 Number of Days to Update:61 Next Scheduled EDR Contact:08/05/2019 Data Release Frequency:Varies VENTURA COUNTY: BWT VENTURA: Business Plan,Hazardous Waste Producers,and Operating Underground Tanks The BWT list indicates by site address whether the Environmental Health Division has Business Plan(B),Waste Producer(W),and/or Underground Tank(T)information. Date of Government Version: 12/26/2018 Source: Ventura County Environmental Health Division Date Data Arrived at EDR:01/24/2019 Telephone: 805-654-2813 Date Made Active in Reports:02/28/2019 Last EDR Contact:04/23/2019 Number of Days to Update:35 Next Scheduled EDR Contact:08/05/2019 Data Release Frequency:Quarterly LF VENTURA: Inventory of Illegal Abandoned and Inactive Sites Ventura County Inventory of Closed, Illegal Abandoned,and Inactive Sites. TC5655027.2s Page GR-47 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 12/01/2011 Source: Environmental Health Division Date Data Arrived at EDR:12/01/2011 Telephone: 805-654-2813 Date Made Active in Reports:01/19/2012 Last EDR Contact:03/29/2019 Number of Days to Update:49 Next Scheduled EDR Contact:07/15/2019 Data Release Frequency:Annually LUST VENTURA: Listing of Underground Tank Cleanup Sites Ventura County Underground Storage Tank Cleanup Sites(LUST). Date of Government Version:05/29/2008 Source: Environmental Health Division Date Data Arrived at EDR:06/24/2008 Telephone: 805-654-2813 Date Made Active in Reports:07/31/2008 Last EDR Contact:05/09/2019 Number of Days to Update:37 Next Scheduled EDR Contact:08/26/2019 Data Release Frequency:Quarterly MED WASTE VENTURA: Medical Waste Program List To protect public health and safety and the environment from potential exposure to disease causing agents,the Environmental Health Division Medical Waste Program regulates the generation,handling,storage,treatment and disposal of medical waste throughout the County. Date of Government Version: 12/26/2018 Source: Ventura County Resource Management Agency Date Data Arrived at EDR:01/24/2019 Telephone: 805-654-2813 Date Made Active in Reports:03/07/2019 Last EDR Contact:04/23/2019 Number of Days to Update:42 Next Scheduled EDR Contact:08/05/2019 Data Release Frequency:Quarterly UST VENTURA: Underground Tank Closed Sites List Ventura County Operating Underground Storage Tank Sites(UST)/Underground Tank Closed Sites List. Date of Government Version:02/26/2019 Source: Environmental Health Division Date Data Arrived at EDR:03/13/2019 Telephone: 805-654-2813 Date Made Active in Reports:04/03/2019 Last EDR Contact:03/13/2019 Number of Days to Update:21 Next Scheduled EDR Contact:06/24/2019 Data Release Frequency:Quarterly YOLO COUNTY: UST YOLO: Underground Storage Tank Comprehensive Facility Report Underground storage tank sites located in Yolo county. Date of Government Version: 12/26/2018 Source: Yolo County Department of Health Date Data Arrived at EDR:01/03/2019 Telephone: 530-666-8646 Date Made Active in Reports:01/16/2019 Last EDR Contact:03/29/2019 Number of Days to Update:13 Next Scheduled EDR Contact:07/15/2019 Data Release Frequency:Annually YUBA COUNTY: CUPA YUBA: CUPA Facility List CUPA facility listing for Yuba County. Date of Government Version:02/08/2019 Source: Yuba County Environmental Health Department Date Data Arrived at EDR:02/12/2019 Telephone: 530-749-7523 Date Made Active in Reports:03/06/2019 Last EDR Contact:04/25/2019 Number of Days to Update:22 Next Scheduled EDR Contact:08/12/2019 Data Release Frequency:Varies TC5655027.2s Page GR-48 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING OTHER DATABASE(S) Depending on the geographic area covered by this report,the data provided in these specialty databases may or may not be complete. For example,the existence of wetlands information data in a specific report does not mean that all wetlands in the area covered by the report are included. Moreover,the absence of any reported wetlands information does not necessarily mean that wetlands do not exist in the area covered by the report. CT MANIFEST: Hazardous Waste Manifest Data Facility and manifest data.Manifest is a document that lists and tracks hazardous waste from the generator through transporters to a tsd facility. Date of Government Version:02/11/2019 Source: Department of Energy&Environmental Protection Date Data Arrived at EDR:02/12/2019 Telephone: 860-424-3375 Date Made Active in Reports:03/04/2019 Last EDR Contact:05/14/2019 Number of Days to Update:20 Next Scheduled EDR Contact:08/26/2019 Data Release Frequency:No Update Planned NJ MANIFEST: Manifest Information Hazardous waste manifest information. Date of Government Version: 12/31/2017 Source: Department of Environmental Protection Date Data Arrived at EDR:07/13/2018 Telephone: N/A Date Made Active in Reports:08/01/2018 Last EDR Contact:04/10/2019 Number of Days to Update:19 Next Scheduled EDR Contact:07/22/2019 Data Release Frequency:Annually NY MANIFEST: Facility and Manifest Data Manifest is a document that lists and tracks hazardous waste from the generator through transporters to a TSD facility. Date of Government Version:01/01/2019 Source: Department of Environmental Conservation Date Data Arrived at EDR:01/30/2019 Telephone: 518-402-8651 Date Made Active in Reports:02/14/2019 Last EDR Contact:05/01/2019 Number of Days to Update:15 Next Scheduled EDR Contact:08/12/2019 Data Release Frequency:Quarterly PA MANIFEST: Manifest Information Hazardous waste manifest information. Date of Government Version: 12/31/2017 Source: Department of Environmental Protection Date Data Arrived at EDR:10/23/2018 Telephone: 717-783-8990 Date Made Active in Reports: 11/27/2018 Last EDR Contact:04/15/2019 Number of Days to Update:35 Next Scheduled EDR Contact:07/29/2019 Data Release Frequency:Annually RI MANIFEST: Manifest information Hazardous waste manifest information Date of Government Version: 12/31/2017 Source: Department of Environmental Management Date Data Arrived at EDR:02/23/2018 Telephone: 401-222-2797 Date Made Active in Reports:04/09/2018 Last EDR Contact:02/19/2019 Number of Days to Update:45 Next Scheduled EDR Contact:06/03/2019 Data Release Frequency:Annually WI MANIFEST: Manifest Information Hazardous waste manifest information. Date of Government Version: 12/31/2017 Source: Department of Natural Resources Date Data Arrived at EDR:06/15/2018 Telephone: N/A Date Made Active in Reports:07/09/2018 Last EDR Contact:03/11/2019 Number of Days to Update:24 Next Scheduled EDR Contact:06/24/2019 Data Release Frequency:Annually TC5655027.2s Page GR-49 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Oil/Gas Pipelines Source: PennWell Corporation Petroleum Bundle(Crude Oil, Refined Products,Petrochemicals,Gas Liquids(LPG/NGL),and Specialty Gases(Miscellaneous))N =Natural Gas Bundle(Natural Gas,Gas Liquids(LPG/NGL),and Specialty Gases (Miscellaneous)).This map includes information copyrighted by PennWell Corporation.This information is provided on a best effort basis and PennWell Corporation does not guarantee its accuracy nor warrant its fitness for any particular purpose.Such information has been reprinted with the permission of PennWell. Electric Power Transmission Line Data Source: PennWell Corporation This map includes information copyrighted by PennWell Corporation.This information is provided on a best effort basis and PennWell Corporation does not guarantee its accuracy nor warrant its fitness for any particular purpose.Such information has been reprinted with the permission of PennWell. Sensitive Receptors: There are individuals deemed sensitive receptors due to their fragile immune systems and special sensitivity to environmental discharges. These sensitive receptors typically include the elderly,the sick,and children. While the location of all sensitive receptors cannot be determined,EDR indicates those buildings and facilities-schools,daycares,hospitals,medical centers, and nursing homes-where individuals who are sensitive receptors are likely to be located. AHA Hospitals: Source:American Hospital Association, Inc. Telephone:312-280-5991 The database includes a listing of hospitals based on the American Hospital Association's annual survey of hospitals. Medical Centers:Provider of Services Listing Source:Centers for Medicare&Medicaid Services Telephone:410-786-3000 A listing of hospitals with Medicare provider number,produced by Centers of Medicare&Medicaid Services, a federal agency within the U.S.Department of Health and Human Services. Nursing Homes Source:National Institutes of Health Telephone:301-594-6248 Information on Medicare and Medicaid certified nursing homes in the United States. Public Schools Source:National Center for Education Statistics Telephone:202-502-7300 The National Center for Education Statistics'primary database on elementary and secondary public education in the United States. It is a comprehensive,annual,national statistical database of all public elementary and secondary schools and school districts,which contains data that are comparable across all states. Private Schools Source:National Center for Education Statistics Telephone:202-502-7300 The National Center for Education Statistics'primary database on private school locations in the United States. Daycare Centers:Licensed Facilities Source:Department of Social Services Telephone:916-657-4041 Flood Zone Data: This data was obtained from the Federal Emergency Management Agency(FEMA). It depicts 100-year and 500-year flood zones as defined by FEMA.It includes the National Flood Hazard Layer(NFHL)which incorporates Flood Insurance Rate Map(FIRM)data and Q3 data from FEMA in areas not covered by NFHL. Source:FEMA Telephone:877-336-2627 Date of Government Version:2003,2015 NWI: National Wetlands Inventory. This data,available in select counties across the country,was obtained by EDR in 2002,2005 and 2010 from the U.S.Fish and Wildlife Service. State Wetlands Data:Wetland Inventory Source:Department of Fish and Wildlife Telephone:916-445-0411 TC5655027.2s Page GR-50 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Current USGS 7.5 Minute Topographic Map Source: U.S.Geological Survey STREET AND ADDRESS INFORMATION ©2015 TomTom North America, Inc.All rights reserved. This material is proprietary and the subject of copyright protection and other intellectual property rights owned by or licensed to Tele Atlas North America, Inc. The use of this material is subject to the terms of a license agreement. You will be held liable for any unauthorized copying or disclosure of this material. TC5655027.2s Page GR-51 GEOCHECK®- PHYSICAL SETTING SOURCE ADDENDUM TARGET PROPERTY ADDRESS 14451 MYFORD ROAD 14451 MYFORD ROAD TUSTIN, CA 92780 TARGET PROPERTY COORDINATES Latitude (North): 33.71616-33°42' 58.18" Longitude (West): 117.804127- 117°48' 14.86" Universal Tranverse Mercator: Zone 11 UTM X(Meters): 425491.9 UTM Y(Meters): 3730781.8 Elevation: 67 ft. above sea level USGS TOPOGRAPHIC MAP Target Property Map: 5640942 TUSTIN, CA Version Date: 2012 EDR's GeoCheck Physical Setting Source Addendum is provided to assist the environmental professional in forming an opinion about the impact of potential contaminant migration. Assessment of the impact of contaminant migration generally has two principle investigative components: 1. Groundwater flow direction, and 2. Groundwater flow velocity. Groundwater flow direction may be impacted by surface topography, hydrology, hydrogeology, characteristics of the soil, and nearby wells. Groundwater flow velocity is generally impacted by the nature of the geologic strata. TC5655027.2s Page A-1 GEOCHECK® - PHYSICAL SETTING SOURCE SUMMARY GROUNDWATER FLOW DIRECTION INFORMATION Groundwater flow direction for a particular site is best determined by a qualified environmental professional using site-specific well data. If such data is not reasonably ascertainable, it may be necessary to rely on other sources of information, such as surface topographic information, hydrologic information, hydrogeologic data collected on nearby properties, and regional groundwater flow information (from deep aquifers). TOPOGRAPHIC INFORMATION Surface topography may be indicative of the direction of surficial groundwater flow. This information can be used to assist the environmental professional in forming an opinion about the impact of nearby contaminated properties or, should contamination exist on the target property, what downgradient sites might be impacted. TARGET PROPERTY TOPOGRAPHY General Topographic Gradient: General South SURROUNDING TOPOGRAPHY: ELEVATION PROFILES 0 W N. — . N . —N — .O— . .. —rn — .W O A N fN0 ONO fN0 N N. —N— North South TP 0 > tO W W On J J DD J J On A O N — West East TP 0 1/2 1 Miles Target Property Elevation: 67 ft. Source: Topography has been determined from the USGS 7.5' Digital Elevation Model and should be evaluated on a relative (not an absolute) basis. Relative elevation information between sites of close proximity should be field verified. TC5655027.2s Page A-2 GEOCHECK® - PHYSICAL SETTING SOURCE SUMMARY HYDROLOGIC INFORMATION Surface water can act as a hydrologic barrier to groundwater flow. Such hydrologic information can be used to assist the environmental professional in forming an opinion about the impact of nearby contaminated properties or, should contamination exist on the target property, what downgradient sites might be impacted. Refer to the Physical Setting Source Map following this summary for hydrologic information (major waterways and bodies of water). FEMA FLOOD ZONE Flood Plain Panel at Target Property FEMA Source Type 06059CO283J FEMA FIRM Flood data Additional Panels in search area: FEMA Source Type 06059CO277J FEMA FIRM Flood data 06059CO281J FEMA FIRM Flood data 06059CO279J FEMA FIRM Flood data NATIONAL WETLAND INVENTORY NWI Electronic NWI Quad at Target Property Data Coveraqe TUSTIN YES- refer to the Overview Map and Detail Map HYDROGEOLOGIC INFORMATION Hydrogeologic information obtained by installation of wells on a specific site can often be an indicator of groundwater flow direction in the immediate area. Such hydrogeologic information can be used to assist the environmental professional in forming an opinion about the impact of nearby contaminated properties or, should contamination exist on the target property, what downgradient sites might be impacted. Site-Specific Hydrogeological Data*: Search Radius: 1.25 miles Location Relative to TP: 1 -2 Miles SSW Site Name: Tustin Marine Corps Air Station Site EPA ID Number: CA9170090022 Surficial Aquifer Flow Dir.: West Inferred Depth to Water: between 10 feet and 50 feet in the surficial semi-perched aquifer. Hydraulic Connection: A clay layer separates the surficial and lower aquifers. Sole Source Aquifer: No information about a sole source aquifer is available Data Quality: Information based on site-specific subsurface investigations is documented in the CERCLIS investigation report(s) AQUIFLOW® Search Radius: 1.000 Mile. EDR has developed the AQUIFLOW Information System to provide data on the general direction of groundwater flow at specific points. EDR has reviewed reports submitted by environmental professionals to regulatory authorities at select sites and has extracted the date of the report, groundwater flow direction as determined hydrogeologically, and the depth to water table. LOCATION GENERAL DIRECTION MAP ID FROM TP GROUNDWATER FLOW ©1996 Site-specific hydrogeological data gathered by CERCLIS Alerts,Inc.,Bainbridge Island,WA.All rights reserved.All of the information and opinions presented are those of the cited EPA report(s),which were completed under a Comprehensive Environmental Response Compensation and Liability Information System(CERCLIS)investigation. TC5655027.2s Page A-3 GEOCHECK® - PHYSICAL SETTING SOURCE SUMMARY LOCATION GENERAL DIRECTION MAP ID FROM TP GROUNDWATER FLOW Al 0-1/8 Mile WSW W 4 1/8-1/4 Mile East SE 8 1/4-1/2 Mile NNE S 11 1/2-1 Mile NNE Not Reported 1G 1/2-1 Mile NNE Not Reported 2G 1/4-1/2 Mile NNE S 4G 1/8-1/4 Mile East SE 5G 0-1/8 Mile WSW W For additional site information, refer to Physical Setting Source Map Findings. TC5655027.2s Page A-4 GEOCHECK® - PHYSICAL SETTING SOURCE SUMMARY GROUNDWATER FLOW VELOCITY INFORMATION Groundwater flow velocity information for a particular site is best determined by a qualified environmental professional using site specific geologic and soil strata data. If such data are not reasonably ascertainable, it may be necessary to rely on other sources of information, including geologic age identification, rock stratigraphic unit and soil characteristics data collected on nearby properties and regional soil information. In general, contaminant plumes move more quickly through sandy-gravelly types of soils than silty-clayey types of soils. GEOLOGIC INFORMATION IN GENERAL AREA OF TARGET PROPERTY Geologic information can be used by the environmental professional in forming an opinion about the relative speed at which contaminant migration may be occurring. ROCK STRATIGRAPHIC UNIT GEOLOGIC AGE IDENTIFICATION Era: Cenozoic Category: Stratifed Sequence System: Quaternary Series: Quaternary Code: Q (decoded above as Era, System&Series) Geologic Age and Rock Stratigraphic Unit Source: P.G. Schruben, R.E.Arndt and W.J. Bawiec, Geology of the Conterminous U.S. at 1:2,500,000 Scale-a digital representation of the 1974 P.B. King and H.M. Beikman Map, USGS Digital Data Series DDS- 11 (1994). TC5655027.2s Page A-5 SSURGO SOIL MAP - 5655027.2s 1 � Target Property SSURGO Soil Water SITE NAME: 14451 Myford Road CLIENT: Avocet Environmental, Inc. ADDRESS: 14451 Myford Road CONTACT: Jessica Satterlee Tustin CA 92780 INQUIRY#: 5655027.2s LAT/LONG: 33.71616/117.804127 DATE: May 16,2019 4:41 pm Copyright�o 2019 EDR,Inc.(,)2015 TonnTom Rel. 2015. GEOCHECK® - PHYSICAL SETTING SOURCE SUMMARY DOMINANT SOIL COMPOSITION IN GENERAL AREA OF TARGET PROPERTY The U.S. Department of Agriculture's(USDA)Soil Conservation Service (SCS) leads the National Cooperative Soil Survey(NCSS)and is responsible for collecting, storing, maintaining and distributing soil survey information for privately owned lands in the United States.A soil map in a soil survey is a representation of soil patterns in a landscape. The following information is based on Soil Conservation Service SSURGO data. Soil Map ID: 1 Soil Component Name: CHINO Soil Surface Texture: silty clay loam Hydrologic Group: Class B- Moderate infiltration rates. Deep and moderately deep, moderately well and well drained soils with moderately coarse textures. Soil Drainage Class: Somewhat poorly drained Hydric Status: Not hydric Corrosion Potential- Uncoated Steel: High Depth to Bedrock Min: >0 inches Depth to Watertable Min: >0 inches Soil Layer Information Boundary Classification Saturated hydraulic Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil conductivity Soil Reaction micro m/sec (pH) 1 0 inches 24 inches silty clay loam Not reported Not reported Max:4 Max:8.4 Min: 1.4 Min:7.9 2 24 inches 59 inches sandy clay loam Not reported Not reported Max:4 Max:8.4 Min: 1.4 Min:7.9 Soil Map ID: 2 Soil Component Name: OMNI Soil Surface Texture: silt loam Hydrologic Group: Class D-Very slow infiltration rates. Soils are clayey, have a high water table, or are shallow to an impervious layer. Soil Drainage Class: TC5655027.2s Page A-7 GEOCHECK® - PHYSICAL SETTING SOURCE SUMMARY Hydric Status: Not hydric Corrosion Potential- Uncoated Steel: High Depth to Bedrock Min: >0 inches Depth to Watertable Min: >0 inches Soil Layer Information Boundary Classification Saturated hydraulic Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil conductivity Soil Reaction micro m/sec (pH) 1 0 inches 11 inches silt loam Not reported Not reported Max: 1.4 Max:9 Min: Min:0.42 7.9 2 11 inches 59 inches silty clay Not reported Not reported Max: 1.4 Max:9 Min: Min:0.42 7.9 LOCAL/REGIONAL WATER AGENCY RECORDS EDR Local/Regional Water Agency records provide water well information to assist the environmental professional in assessing sources that may impact ground water flow direction, and in forming an opinion about the impact of contaminant migration on nearby drinking water wells. WELL SEARCH DISTANCE INFORMATION DATABASE SEARCH DISTANCE(miles) Federal USGS 1.000 Federal FRDS PWS Nearest PWS within 0.001 miles State Database 1.000 FEDERAL USGS WELL INFORMATION LOCATION MAP ID WELL ID FROM TP A2 USGS40000137304 0-1/8 Mile WNW 5 USGS40000136938 1/4-1/2 Mile West 6 USGS40000137288 1/4-1/2 Mile West 10 USGS40000137348 1/2-1 Mile ENE B15 USGS40000137499 1/2-1 Mile North C17 USGS40000137030 1/2-1 Mile South C18 USGS40000137028 1/2-1 Mile South C19 USGS40000137029 1/2-1 Mile South FEDERAL FRDS PUBLIC WATER SUPPLY SYSTEM INFORMATION LOCATION MAP ID WELL ID FROM TP TC5655027.2s Page A-8 GEOCHECK® - PHYSICAL SETTING SOURCE SUMMARY FEDERAL FRDS PUBLIC WATER SUPPLY SYSTEM INFORMATION LOCATION MAP ID WELL ID FROM TP No PWS System Found Note: PWS System location is not always the same as well location. STATE DATABASE WELL INFORMATION LOCATION MAP ID WELL ID FROM TP 3 CADWR8000005130 1/8- 1/4 Mile WNW 9 CADWR8000005138 1/4- 1/2 Mile ENE 12 CADWR8000005171 1/2- 1 Mile NW 13 CADWR8000005126 1/2- 1 Mile East B14 CADWR8000005181 1/2- 1 Mile North 16 CADWR8000005177 1/2- 1 Mile NNE OTHER STATE DATABASE INFORMATION STATE OIL/GAS WELL INFORMATION LOCATION MAP ID WELL ID FROM TP 1 CAOG13000005951 1/4-1/2 Mile ESE TC5655027.2s Page A-9 PHYSICAL SETTING SOURCE MAP - 5655027.2s 'G ti N i S � � / d n 0 Da �o `}rm �o a � ca 18 mm �m `o Pow ��}}3 G W5 t 0 0 � d o r °a o c �a D� l f P a as a� t County Boundary o 1/41/2 1 Miles N Major Roads N Contour Lines Groundwater Flow Direction N Earthquake Fault Lines G I Indeterminate Groundwater Flow at Location OEarthquake epicenter,Richter 5 or greater G v Groundwater Flow Varies at Location ® Water Wells H D Closest Hydrogeological Data © Public Water Supply Wells • Oil,gas or related wells ® Cluster of Multiple Icons SITE NAME: 14451 Myford Road CLIENT: Avocet Environmental, Inc. ADDRESS: 14451 Myford Road CONTACT: Jessica Satterlee Tustin CA 92780 INQUIRY#: 5655027.2s LAT/LONG: 33.71616/117.804127 DATE: May 16,2019 4:41 pm Gopyright,o 2019 EDR,Ina(,)2015 TonnTom Rel. 2015. GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number Al Site ID: 083001504T WSW Groundwater Flow: W AQUIFLOW 38658 0-1/8 Mile Shallow Water Depth: 13.29 Higher Deep Water Depth: 13.62 Average Water Depth: Not Reported Date: 12/13/1991 A2 WNW FED USGS USGS40000137304 0-1/8 Mile Higher Organization ID: USGS-CA Organization Name: USGS California Water Science Center Monitor Location: 005S009W220001S Type: Well Description: Not Reported HUC: 18070204 Drainage Area: Not Reported Drainage Area Units: Not Reported Contrib Drainage Area: Not Reported Contrib Drainage Area Unts: Not Reported Aquifer: California Coastal Basin aquifers Formation Type: Not Reported Aquifer Type: Not Reported Construction Date: Not Reported Well Depth: Not Reported Well Depth Units: Not Reported Well Hole Depth: Not Reported Well Hole Depth Units: Not Reported 3 WNW CA WELLS CADWR8000005130 1/8-1/4 Mile Higher State Well#: 05S09W220001S Station ID: 5800 Well Name: Not Reported Well Use: Unknown Well Type: Unknown Well Depth: 0 Basin Name: Coastal Plain Of Orange County Well Completion Rpt#: Not Reported 4 Site ID: 083000571T East Groundwater Flow: SE AQUIFLOW 65091 1/8-1/4 Mile Shallow Water Depth: 20 Lower Deep Water Depth: 22 Average Water Depth: Not Reported Date: 07/24/1987 5 West FED USGS USGS40000136938 1/4-1/2 Mile Higher Organization ID: USGS-CA Organization Name: USGS California Water Science Center Monitor Location: USGS 3341 591 1 7483001 Type: Well Description: Not Reported HUC: 18070204 Drainage Area: Not Reported Drainage Area Units: Not Reported Contrib Drainage Area: Not Reported Contrib Drainage Area Unts: Not Reported TC5655027.2s Page A-11 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Aquifer: California Coastal Basin aquifers Formation Type: Not Reported Aquifer Type: Not Reported Construction Date: Not Reported Well Depth: Not Reported Well Depth Units: Not Reported Well Hole Depth: Not Reported Well Hole Depth Units: Not Reported Groundwater levels,Number of Measurements: 14 Level reading date: 1985-07-02 Feet below surface: 12.32 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1985-06-20 Feet below surface: 12.32 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1985-05-01 Feet below surface: 12.72 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1985-04-05 Feet below surface: 12.59 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1985-01-16 Feet below surface: 12.18 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1984-08-20 Feet below surface: 11.68 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1984-02-10 Feet below surface: 12.65 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1983-11-21 Feet below surface: 12.34 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1983-10-28 Feet below surface: 14.17 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1983-08-31 Feet below surface: 11.57 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1983-07-21 Feet below surface: 12.75 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1983-06-20 Feet below surface: 11.43 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1983-05-18 Feet below surface: 11.13 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1983-04-29 Feet below surface: 14.08 Feet to sea level: Not Reported Note: Not Reported 6 West FED USGS USGS40000137288 1/4-1/2 Mile Higher Organization ID: USGS-CA Organization Name: USGS California Water Science Center Monitor Location: 005S009W27D001S Type: Well Description: Not Reported HUC: 18070204 Drainage Area: Not Reported Drainage Area Units: Not Reported Contrib Drainage Area: Not Reported Contrib Drainage Area Unts: Not Reported TC5655027.2s Page A-12 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Aquifer: California Coastal Basin aquifers Formation Type: Not Reported Aquifer Type: Not Reported Construction Date: Not Reported Well Depth: Not Reported Well Depth Units: Not Reported Well Hole Depth: Not Reported Well Hole Depth Units: Not Reported 7 Site ID: 083002968T NE Groundwater Flow: Not Reported AQUIFLOW 65336 1/4-1/2 Mile Shallow Water Depth: Not Reported Higher Deep Water Depth: Not Reported Average Water Depth: 13 Date: 09/30/1997 8 Site ID: 083000291T NNE Groundwater Flow: S AQUIFLOW 38609 1/4-1/2 Mile Shallow Water Depth: 10.40 Higher Deep Water Depth: 12.11 Average Water Depth: Not Reported Date: 02/22/1989 9 ENE CA WELLS CADWR8000005138 1/4-1/2 Mile Higher State Well#: 05S09W23N001S Station ID: 5802 Well Name: Not Reported Well Use: Unknown Well Type: Unknown Well Depth: 0 Basin Name: Coastal Plain Of Orange County Well Completion Rpt#: Not Reported 10 ENE FED USGS USGS40000137348 1/2-1 Mile Higher Organization ID: USGS-CA Organization Name: USGS California Water Science Center Monitor Location: 005S009W23N001S Type: Well Description: Not Reported HUC: 18070204 Drainage Area: Not Reported Drainage Area Units: Not Reported Contrib Drainage Area: Not Reported Contrib Drainage Area Unts: Not Reported Aquifer: California Coastal Basin aquifers Formation Type: Not Reported Aquifer Type: Not Reported Construction Date: Not Reported Well Depth: Not Reported Well Depth Units: Not Reported Well Hole Depth: 1553 Well Hole Depth Units: ft Groundwater levels,Number of Measurements: 65 Level reading date: 1986-08-19 Feet below surface: 69.20 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1986-05-06 Feet below surface: 45.74 Feet to sea level: Not Reported Note: Not Reported TC5655027.2s Page A-13 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Level reading date: 1986-02-20 Feet below surface: 31.55 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1985-11-05 Feet below surface: 67.95 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1985-05-09 Feet below surface: 51.87 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1985-02-13 Feet below surface: 22.19 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1984-10-26 Feet below surface: 62.52 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1984-05-08 Feet below surface: 36.40 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1984-02-06 Feet below surface: 12.70 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1983-11-03 Feet below surface: 26.73 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1983-08-22 Feet below surface: 44.65 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1983-05-12 Feet below surface: 9.80 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1983-02-14 Feet below surface: 13.55 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1982-11-05 Feet below surface: 29.93 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1982-07-28 Feet below surface: 40.19 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1982-04-30 Feet below surface: 9.48 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1982-01-28 Feet below surface: 11.24 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1981-11-05 Feet below surface: 25.11 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1981-02-06 Feet below surface: 10.13 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1980-10-29 Feet below surface: 18.84 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1980-08-28 Feet below surface: 32.71 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1980-02-08 Feet below surface: 18.91 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1979-11-06 Feet below surface: 31.17 Feet to sea level: Not Reported Note: Not Reported TC5655027.2s Page A-14 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Level reading date: 1979-02-06 Feet below surface: 16.93 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1978-10-27 Feet below surface: 32.30 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1978-09-28 Feet below surface: 22.40 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1977-10-26 Feet below surface: 45.10 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1976-12-29 Feet below surface: 97.40 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1976-10-22 Feet below surface: 55.20 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1976-04-20 Feet below surface: 38.80 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1976-02-27 Feet below surface: 36.50 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1975-11-01 Feet below surface: 56.90 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1975-09-04 Feet below surface: 55.00 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1975-03-04 Feet below surface: 36.00 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1974-12-30 Feet below surface: 52.70 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1974-10-25 Feet below surface: 53.90 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1974-09-04 Feet below surface: 60.30 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1974-05-02 Feet below surface: 40.40 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1974-03-19 Feet below surface: 35.70 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1974-01-28 Feet below surface: 37.50 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1973-11-02 Feet below surface: 53.40 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1973-08-24 Feet below surface: 67.20 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1973-05-10 Feet below surface: 39.70 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1973-03-05 Feet below surface: 39.00 Feet to sea level: Not Reported Note: Not Reported TC5655027.2s Page A-15 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Level reading date: 1973-01-11 Feet below surface: 42.70 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1972-11-02 Feet below surface: 69.70 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1972-09-06 Feet below surface: 70.00 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1972-07-11 Feet below surface: 75.60 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1972-05-04 Feet below surface: 56.30 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1972-01-12 Feet below surface: 41.50 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1971-08-31 Feet below surface: 71.40 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1971-04-13 Feet below surface: 49.30 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1971-03-02 Feet below surface: 33.40 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1970-12-15 Feet below surface: 34.70 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1970-09-30 Feet below surface: 53.60 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1970-09-02 Feet below surface: 57.40 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1970-08-07 Feet below surface: 58.70 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1970-06-02 Feet below surface: 48.20 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1970-03-09 Feet below surface: 20.50 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1970-02-04 Feet below surface: 26.00 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1970-01-02 Feet below surface: 28.80 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1969-11-04 Feet below surface: 40.80 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1969-10-06 Feet below surface: 51.30 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1969-09-03 Feet below surface: 25.50 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1969-06-09 Feet below surface: 24.40 Feet to sea level: Not Reported Note: Not Reported TC5655027.2s Page A-16 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number 11 Site ID: 083002154T NNE Groundwater Flow: Not Reported AQUIFLOW 65299 1/2-1 Mile Shallow Water Depth: Not Reported Higher Deep Water Depth: Not Reported Average Water Depth: 50 Date: 07/15/1994 12 NW CA WELLS CADWR8000005171 1/2-1 Mile Higher State Well#: 05S09W22E002S Station ID: 27591 Well Name: Not Reported Well Use: Unknown Well Type: Unknown Well Depth: 0 Basin Name: Coastal Plain Of Orange County Well Completion Rpt#: Not Reported 13 East CA WELLS CADWR8000005126 1/2-1 Mile Higher State Well#: 05S09W23P002S Station ID: 39904 Well Name: Not Reported Well Use: Unknown Well Type: Unknown Well Depth: 0 Basin Name: Coastal Plain Of Orange County Well Completion Rpt#: Not Reported B14 North CA WELLS CADWR8000005181 1/2-1 Mile Higher State Well#: 05S09W22A002S Station ID: 27590 Well Name: Not Reported Well Use: Unknown Well Type: Unknown Well Depth: 0 Basin Name: Coastal Plain Of Orange County Well Completion Rpt#: Not Reported B15 North FED USGS USGS40000137499 1/2-1 Mile Higher Organization ID: USGS-CA Organization Name: USGS California Water Science Center Monitor Location: 005S009W22A002S Type: Well Description: Not Reported HUC: 18070204 Drainage Area: Not Reported Drainage Area Units: Not Reported Contrib Drainage Area: Not Reported Contrib Drainage Area Unts: Not Reported Aquifer: California Coastal Basin aquifers TC5655027.2s Page A-17 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Formation Type: Not Reported Aquifer Type: Not Reported Construction Date: Not Reported Well Depth: Not Reported Well Depth Units: Not Reported Well Hole Depth: 1488 Well Hole Depth Units: ft Groundwater levels,Number of Measurements: 19 Level reading date: 1986-08-15 Feet below surface: 98.60 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1986-02-20 Feet below surface: 65.34 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1985-11-06 Feet below surface: 84.63 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1984-10-26 Feet below surface: Not Reported Feet to sea level: Not Reported Note: The measurement was discontinued. Level reading date: 1984-08-17 Feet below surface: 68.68 Feet to sea level: Not Reported Note: The site had been pumped recently. Level reading date: 1984-05-15 Feet below surface: 67.19 Feet to sea level: Not Reported Note: The site had been pumped recently. Level reading date: 1984-02-07 Feet below surface: 39.40 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1983-11-03 Feet below surface: 49.58 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1983-05-12 Feet below surface: 33.41 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1983-02-14 Feet below surface: 35.93 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1982-11-08 Feet below surface: 65.63 Feet to sea level: Not Reported Note: The site had been pumped recently. Level reading date: 1982-08-02 Feet below surface: 63.20 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1981-08-04 Feet below surface: 68.48 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1981-02-09 Feet below surface: 29.28 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1980-11-03 Feet below surface: 40.99 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1980-08-28 Feet below surface: 50.90 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1971-01-06 Feet below surface: 44.14 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1970-10-29 Feet below surface: 70.00 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1967-05-22 Feet below surface: 78.60 TC5655027.2s Page A-18 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Feet to sea level: Not Reported Note: Not Reported 16 NNE CA WELLS CADWR8000005177 1/2-1 Mile Higher State Well#: 05S09W23D002S Station ID: 27593 Well Name: Not Reported Well Use: Unknown Well Type: Unknown Well Depth: 0 Basin Name: Coastal Plain Of Orange County Well Completion Rpt#: Not Reported C17 South FED USGS USGS40000137030 1/2-1 Mile Lower Organization ID: USGS-CA Organization Name: USGS California Water Science Center Monitor Location: USGS 334207117482203 Type: Well Description: Not Reported HUC: 18070204 Drainage Area: Not Reported Drainage Area Units: Not Reported Contrib Drainage Area: Not Reported Contrib Drainage Area Unts: Not Reported Aquifer: California Coastal Basin aquifers Formation Type: Not Reported Aquifer Type: Not Reported Construction Date: Not Reported Well Depth: Not Reported Well Depth Units: Not Reported Well Hole Depth: Not Reported Well Hole Depth Units: Not Reported Groundwater levels,Number of Measurements: 16 Level reading date: 1985-07-02 Feet below surface: 17.38 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1985-06-20 Feet below surface: 17.41 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1985-05-01 Feet below surface: 18.48 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1985-04-05 Feet below surface: 17.31 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1985-01-16 Feet below surface: 17.18 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1984-08-20 Feet below surface: 16.03 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1984-02-10 Feet below surface: 17.53 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1984-01-04 Feet below surface: 17.46 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1983-11-21 Feet below surface: 17.94 Feet to sea level: Not Reported Note: Not Reported TC5655027.2s Page A-19 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Level reading date: 1983-10-28 Feet below surface: 21.05 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1983-08-31 Feet below surface: 15.38 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1983-07-21 Feet below surface: 14.27 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1983-06-19 Feet below surface: 13.47 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1983-05-18 Feet below surface: 12.97 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1983-05-03 Feet below surface: 12.34 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1983-04-29 Feet below surface: 13.27 Feet to sea level: Not Reported Note: Not Reported C18 South FED USGS USGS40000137028 1/2-1 Mile Lower Organization ID: USGS-CA Organization Name: USGS California Water Science Center Monitor Location: USGS 334207117482201 Type: Well Description: Not Reported HUC: 18070204 Drainage Area: Not Reported Drainage Area Units: Not Reported Contrib Drainage Area: Not Reported Contrib Drainage Area Unts: Not Reported Aquifer: California Coastal Basin aquifers Formation Type: Not Reported Aquifer Type: Not Reported Construction Date: Not Reported Well Depth: Not Reported Well Depth Units: Not Reported Well Hole Depth: Not Reported Well Hole Depth Units: Not Reported Groundwater levels,Number of Measurements: 15 Level reading date: 1985-06-20 Feet below surface: 17.99 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1985-05-01 Feet below surface: 18.13 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1985-04-05 Feet below surface: 18.00 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1985-01-16 Feet below surface: 13.65 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1984-08-20 Feet below surface: 16.99 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1984-02-10 Feet below surface: 19.10 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1984-01-04 Feet below surface: 19.09 Feet to sea level: Not Reported Note: Not Reported TC5655027.2s Page A-20 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Level reading date: 1983-11-21 Feet below surface: 18.72 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1983-10-28 Feet below surface: 23.27 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1983-08-31 Feet below surface: 18.35 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1983-07-21 Feet below surface: 17.31 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1983-06-19 Feet below surface: 17.44 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1983-05-18 Feet below surface: 18.39 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1983-05-03 Feet below surface: 15.40 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1983-04-28 Feet below surface: 17.62 Feet to sea level: Not Reported Note: Not Reported C19 South FED USGS USGS40000137029 1/2-1 Mile Lower Organization ID: USGS-CA Organization Name: USGS California Water Science Center Monitor Location: USGS 334207117482202 Type: Well Description: Not Reported HUC: 18070204 Drainage Area: Not Reported Drainage Area Units: Not Reported Contrib Drainage Area: Not Reported Contrib Drainage Area Unts: Not Reported Aquifer: California Coastal Basin aquifers Formation Type: Not Reported Aquifer Type: Not Reported Construction Date: Not Reported Well Depth: Not Reported Well Depth Units: Not Reported Well Hole Depth: Not Reported Well Hole Depth Units: Not Reported Groundwater levels,Number of Measurements: 14 Level reading date: 1985-06-20 Feet below surface: 14.35 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1985-05-01 Feet below surface: 13.93 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1985-04-05 Feet below surface: 13.57 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1984-08-20 Feet below surface: 13.49 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1984-02-10 Feet below surface: 13.05 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1984-01-04 Feet below surface: 12.34 Feet to sea level: Not Reported Note: Not Reported TC5655027.2s Page A-21 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Level reading date: 1983-11-21 Feet below surface: 12.53 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1983-10-28 Feet below surface: 12.28 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1983-08-31 Feet below surface: 11.06 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1983-07-21 Feet below surface: 9.36 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1983-06-19 Feet below surface: 9.10 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1983-05-18 Feet below surface: 8.67 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1983-05-03 Feet below surface: 8.59 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1983-04-28 Feet below surface: 8.97 Feet to sea level: Not Reported Note: Not Reported 1G Site ID: 083002154T NNE Groundwater Flow: Not Reported AQUIFLOW 65299 1/2-1 Mile Shallow Water Depth: Not Reported Lower Deep Water Depth: Not Reported Average Water Depth: 50 Date: 07/15/1994 2G Site ID: 083000291T NNE Groundwater Flow: S AQUIFLOW 38609 1/4-1/2 Mile Shallow Water Depth: 10.40 Lower Deep Water Depth: 12.11 Average Water Depth: Not Reported Date: 02/22/1989 3G Site ID: 083002968T NE Groundwater Flow: Not Reported AQUIFLOW 65336 1/4-1/2 Mile Shallow Water Depth: Not Reported Lower Deep Water Depth: Not Reported Average Water Depth: 13 Date: 09/30/1997 4G Site ID: 083000571T East Groundwater Flow: SE AQUIFLOW 65091 1/8-1/4 Mile Shallow Water Depth: 20 Lower Deep Water Depth: 22 Average Water Depth: Not Reported Date: 07/24/1987 TC5655027.2s Page A-22 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number 5G Site ID: 083001504T WSW Groundwater Flow: W AQUIFLOW 38658 0-1/8 Mile Shallow Water Depth: 13.29 Lower Deep Water Depth: 13.62 Average Water Depth: Not Reported Date: 12/13/1991 TC5655027.2s Page A-23 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Database FDR ID Number 1 ESE OIL—GAS CAOG13000005951 1/4-1/2 Mile API#: 0405900856 Well#: 63-1 Well Status: Plugged Well Type: DH Operator Name: Amerada Petroleum Corporation Lease Name: Irvine Field Name: Any Field Area Name: Any Area GIS Source: hud Confidential Well: N Directionally Drilled: N SPUD Date: Not Reported TC5655027.2s Page A-24 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS RADON AREA RADON INFORMATION State Database:CA Radon Radon Test Results Zipcode Num Tests >4 pCi/L 92780 42 1 Federal EPA Radon Zone for ORANGE County: 3 Note:Zone 1 indoor average level>4 pCi/L. Zone 2 indoor average level—2 pCi/L and<=4 pCi/L. Zone 3 indoor average level<2 pCi/L. Federal Area Radon Information for ORANGE COUNTY, CA Number of sites tested: 30 Area Average Activity %<4 pCi/L %4-20 pCi/L %>20 pCi/L Living Area-1 st Floor 0.763 pCi/L 100% 0% 0% Living Area-2nd Floor Not Reported Not Reported Not Reported Not Reported Basement Not Reported Not Reported Not Reported Not Reported TC5655027.2s Page A-25 PHYSICAL SETTING SOURCE RECORDS SEARCHED TOPOGRAPHIC INFORMATION USGS 7.5' Digital Elevation Model(DEM) Source:United States Geologic Survey EDR acquired the USGS 7.5'Digital Elevation Model in 2002 and updated it in 2006.The 7.5 minute DEM corresponds to the USGS 1:24,000-and 1:25,000-scale topographic quadrangle maps.The DEM provides elevation data with consistent elevation units and projection. Current USGS 7.5 Minute Topographic Map Source:U.S.Geological Survey HYDROLOGIC INFORMATION Flood Zone Data: This data was obtained from the Federal Emergency Management Agency(FEMA). It depicts 100-year and 500-year flood zones as defined by FEMA.It includes the National Flood Hazard Layer(NFHL)which incorporates Flood Insurance Rate Map(FIRM)data and Q3 data from FEMA in areas not covered by NFHL. Source:FEMA Telephone:877-336-2627 Date of Government Version:2003,2015 NWI: National Wetlands Inventory. This data,available in select counties across the country,was obtained by EDR in 2002,2005 and 2010 from the U.S.Fish and Wildlife Service. State Wetlands Data:Wetland Inventory Source:Department of Fish and Wildlife Telephone:916-445-0411 HYDROGEOLOGIC INFORMATION AQUIFLOWR Information System Source: EDR proprietary database of groundwater flow information EDR has developed the AQUIFLOW Information System(AIS)to provide data on the general direction of groundwater flow at specific points.EDR has reviewed reports submitted to regulatory authorities at select sites and has extracted the date of the report,hydrogeologically determined groundwater flow direction and depth to water table information. GEOLOGIC INFORMATION Geologic Age and Rock Stratigraphic Unit Source:P.G.Schruben,R.E.Arndt and W.J.Bawiec,Geology of the Conterminous U.S.at 1:2,500,000 Scale-A digital representation of the 1974 P.B.King and H.M.Beikman Map,USGS Digital Data Series DDS-11 (1994). STATSGO: State Soil Geographic Database Source: Department of Agriculture,Natural Resources Conservation Service(NRCS) The U.S.Department of Agriculture's(USDA)Natural Resources Conservation Service(NRCS)leads the national Conservation Soil Survey(NCSS)and is responsible for collecting,storing,maintaining and distributing soil survey information for privately owned lands in the United States.A soil map in a soil survey is a representation of soil patterns in a landscape.Soil maps for STATSGO are compiled by generalizing more detailed(SSURGO) soil survey maps. SSURGO:Soil Survey Geographic Database Source: Department of Agriculture,Natural Resources Conservation Service(NRCS) Telephone: 800-672-5559 SSURGO is the most detailed level of mapping done by the Natural Resources Conservation Service,mapping scales generally range from 1:12,000 to 1:63,360. Field mapping methods using national standards are used to construct the soil maps in the Soil Survey Geographic(SSURGO)database.SSURGO digitizing duplicates the original soil survey maps.This level of mapping is designed for use by landowners,townships and county natural resource planning and management. TC5655027.2s Page PSGR-1 PHYSICAL SETTING SOURCE RECORDS SEARCHED LOCAL/REGIONAL WATER AGENCY RECORDS FEDERAL WATER WELLS PWS: Public Water Systems Source: EPA/Office of Drinking Water Telephone: 202-564-3750 Public Water System data from the Federal Reporting Data System. A PWS is any water system which provides water to at least 25 people for at least 60 days annually. PWSs provide water from wells,rivers and other sources. PWS ENF: Public Water Systems Violation and Enforcement Data Source: EPA/Office of Drinking Water Telephone: 202-564-3750 Violation and Enforcement data for Public Water Systems from the Safe Drinking Water Information System(SDWIS)after August 1995. Prior to August 1995,the data came from the Federal Reporting Data System(FRDS). USGS Water Wells: USGS National Water Inventory System(NWIS) This database contains descriptive information on sites where the USGS collects or has collected data on surface water and/or groundwater.The groundwater data includes information on wells,springs,and other sources of groundwater. STATE RECORDS Water Well Database Source: Department of Water Resources Telephone: 916-651-9648 California Drinking Water Quality Database Source: Department of Public Health Telephone: 916-324-2319 The database includes all drinking water compliance and special studies monitoring for the state of California since 1984. It consists of over 3,200,000 individual analyses along with well and water system information. OTHER STATE DATABASE INFORMATION California Oil and Gas Well Locations Source: Department of Conservation Telephone: 916-323-1779 Oil and Gas well locations in the state. California Earthquake Fault Lines Source: California Division of Mines and Geology The fault lines displayed on EDR's Topographic map are digitized quaternary fault lines prepared in 1975 by the United State Geological Survey.Additional information(also from 1975)regarding activity at specific fault lines comes from California's Preliminary Fault Activity Map prepared by the California Division of Mines and Geology. RADON State Database:CA Radon Source:Department of Public Health Telephone:916-210-8558 Radon Database for California Area Radon Information Source:USGS Telephone: 703-356-4020 The National Radon Database has been developed by the U.S.Environmental Protection Agency (USEPA)and is a compilation of the EPA/State Residential Radon Survey and the National Residential Radon Survey. The study covers the years 1986-1992.Where necessary data has been supplemented by information collected at private sources such as universities and research institutions. TC5655027.2s Page PSGR-2 PHYSICAL SETTING SOURCE RECORDS SEARCHED EPA Radon Zones Source: EPA Telephone: 703-356-4020 Sections 307&309 of I RAA directed EPA to list and identify areas of U.S.with the potential for elevated indoor radon levels. OTHER Airport Landing Facilities: Private and public use landing facilities Source: Federal Aviation Administration,800-457-6656 Epicenters: World earthquake epicenters, Richter 5 or greater Source: Department of Commerce,National Oceanic and Atmospheric Administration California Earthquake Fault Lines: The fault lines displayed on EDR's Topographic map are digitized quaternary fault lines, prepared in 1975 by the United State Geological Survey. Additional information(also from 1975)regarding activity at specific fault lines comes from California's Preliminary Fault Activity Map prepared by the California Division of Mines and Geology. STREET AND ADDRESS INFORMATION ©2015 TomTom North America,Inc.All rights reserved. This material is proprietary and the subject of copyright protection and other intellectual property rights owned by or licensed to Tele Atlas North America, Inc. The use of this material is subject to the terms of a license agreement. You will be held liable for any unauthorized copying or disclosure of this material. TC5655027.2s Page PSGR-3 Apppndix G OCHCA and SAR WQCB Closure Letters .! AVOCET ',� 1:-,VIRONMENTAL,INC. TOM URAM DIRECTOR dr" s' HUGH F.STALLWORTH,M.D, 4 Q U N TY F HEALTH OFFICER ENVIRONMENTAL HEALTH DIVISION I ROBERT E.MERRYMAN,RENS,MPH FSA M G E DEPUTY DIRECTOR HEALTH CARE AGENCY PUBLIC HEALTH SERVICES ENVIRONMENTAL HEALTH DIVISION 2009 E.EDINGER AVENUE February 23, 19955 SANTA ANA,CALIFORNIA 92705 (714)667-3700 Robert J. Graham Smith International, Inc. P. Q. Box 60068 Houston, TX 77205-0068 Subject: Case Closure and Referral to Regional Water Quality Control Board Tungsten Carbide Facility 144-51 Myford Road z� Tustin, CA 92680 G.C.H.C.A.Case# 86LTT135 Dear Mr. Graham: This letter confirms the completion of remedial action at the above referenced site. With the provision that the information provided to this Agency was accurate and representative of existing conditions, it is the position of this office that no further action is required at this time. This confirmation of completion is limited in scope. It is limited to site conditions made known to this Agency under the above subject case number. It is based on an evaluation of the public health threat presented by the inhalation, ingestion or dermal absorption of the contaminants. It does not consider groundwater quality concerns. In addition, this evaluation considered the present and proposed land use of the property. Changes in the present or proposed land use may require further site characterization and/or site mitigation activity. The Santa Ana Regional Water Quality Control Board was contacted by this Agency regarding this site. Regional Board staff expressed concern regarding the presence of halogenated hydrocarbons and the potential for residual contamination present at this site to cause groundwater contamination. Groundwater contamination concerns must be addressed by contacting the Santa Ana Regional [Nater Quality Control Board. Robert Graham 2 February 23, 1995 Please be advised that this letter does not relieve you of any liability under the California Health and Safety Code or Water Code for past, present or future operations at the site. Nor does it relieve you of the responsibility to clean up existing, additional or previously unidentified conditions at the site which cause or threaten to cause pollution or nuisance or otherwise pose a threat to water quality or public health. It is the property owner's responsibility to notify this Agency of any changes in future contamination findings or site usage. If you have any questions regarding this matter, please contact Luis Lodrigueza at (714) 667-3717. ;k4,W21 J 11-bcF Karen L. Hodel, R. G. Program Manager Hazardous Materials Mitigation Section Environmental Health Division KLH:LL: cc: Robert Holub, Santa .Ana Regional Water Quality Control Board William J. Dieknu=, Supervising Hazardous Waste Specialist CASE CLOSURE REPORT a.C.H.C.A. Case No.: 86UT135 D.B.A- Tungsten Carbide Manufacturing (TCM) 14451 Myford Road Tustin,CA 92680 Responsible Party: Robert Graham Smith.International,Inc. Currant Land Use: .Industrial Future Land Use: Industrial Current Adjacent Land Use:. Industrial Highest Concentrations (ppm) In Soil Before Excav Within West Pit Around Both Pits P)EiGs Contaminants ation ffl'bg5l After Excv (12'bgs) From Borin&s �m TRPH 13,000 Not Analyzed 1,700 (12'); 15 (14') - -- 1,1-DCA Not Reported 0.056 .055 (12') 3,900 1,1-DCE Not Reported 0.049 .041 (12'); .024 (15') .12 1,2-DCA 5.63 N.D. Trace 1.4 PCE 1.65 0.0097 3.3 (8'); .043 (12') 18 1,1,1-TCA 0.343 5.00 .41 (8'); .16 (15') 3,000 1,12,2-TetrCA Not Reported 0.048 Not Reported 1.2 TCE 1.45 0.56 .068 (8'); .033 (15') 7.3 Depth.To Groundwater: 11 ft to 12 ft bgs,measured Soil Tv es: Clay to silty clay from near-surface to 11.5 ft; sand from 1.1.5 ft to 15 ft Grc ui clwater Sub-basin: Irvine Pressure Case Summary&Closure Rationale A 300-gallon used gear oil underground storage tank, which was originally intended to be abandoned in place,was ultimately removed in August 1986. After the collection of native soil samples, the pit was refilled with excavated soil. Samples analysis showed elevated levels of chlorinated hydrocarbons and TRPH. Barings at the perimeter of this former tank pit were installed to determine the vertical and lateral extent of this contamination. In January 1988,. it was decided to remove the two (2) clarifiers in the vicinity of this former tank pit. Excavation of both the former tank and the 2 clarifier areas proceeded from February to April 1988. A total of 170 tons of soil was removed and transported to the Casmalia Resources facility in CA. Confirmation sampling of native in-situ soil in the western clarifier pit area showed only minor contan-dnation,but the eastern clarifier area still showed significant contaminant levels.The entire excavation arena was, however,left open while several borings were installed in August 1988 to determine the lateral extent of the remaining contamination,especially at the periphery of the former tank and east clarifier areas. From these borings,the edge 86UT135-Tun sten CarbClosure Report 2 g P of the remaining plume was apparently defined and,based on correspondence/other records on file, another round of excavation was conducted to remove residual contaminated soil down to the top of the water table at 12 ft below ground surface. HCA was not involved in this last phase of remediation because the Regional Board had taken lead role for both soil and groundwater concerns at this site. In a letter dated September 27, 1988, BCL, TCM's consultant, requested the Regional Board for excavation "closure" which Regional Board staff--after confirming completion of excavation and backfilling of the pits with clean soil--granted (SARWQCB letter dated 11-14-88). Groundwater contamination,which had been confirmed since early in the site investigation process, is presently being addressed by a groundwater treatment system under the oversight of the SARWQCB. Latest groundwater monitoring data shows that dissolved phase contamination beneath this site consists of the following maximum levels: 1,1-DCA = 130 ug/l 1,1-DCE = 370 ug/l TCE = 1,700 ug/l PCE = 2,100 ug/l. Vapor risk screening using these values and HCA's simplified diffusion model indicated a combined excess lifetime cancer risk of less than? Vition ( < 1.0 E-06). In view of the removal of most of the contaminated soil,the low-level residual soil contamination that is at the same time below the PBGs and unlikely to pose a threat to health, safety or environment,it is recommended that this case be closed. Patricia Hannon of the SARWQCB was contacted regarding this and she concurred with closure and case referral to the Regional Board. � ��narn.� tfc�ell 2 P1.1-7 Luis Lodrigueza Hazardous Waste Specialist 0 O.C.H.C.A. Case No. 86U-T135 Tungsten Carbide 14451 Myford Road Tustin, CA 92680 VAPOR RISK ASSESSMENT i A. Concentrations of contaminants in water I Da a. WE 1700 ug/1 0.4-12 .0292 b. PCE 2100 " 1.O8 -0259 C. 1,1-DCE 370 001.41 .0-284 d. 1,1-DCA 130 Of .179 0323 B. Soil Type: clay 0 = .396 Pt= ,475 C. Groundwater Depth= 12 ft bgs = 3.6E m D. Commercial/industrial setting used in evaluation. E. Calculated. Excess Lifetime Cancer Risk (ELCR) from all four (4) contaminants is less than one in a million (< 1.0 E-06). TCE Tungsten C descrp dissolved Plum under bid Cw Ug/1 B3) 1700 B3 conc in water H(64) 0.412 B4 Henry's law K unitiess 61 (B5) 62 (B7) 0.396`137 Soil moisture by volume Pt2 0.475 B8 Total porosity Csg mg/mA3 (1313) 704.4 B13 Conc of ccmtam in soil Pal (B14) Pa2 (B15) 0.079 B15 Air-filled porosity PalA3.33/Pt1^2 (E31 6) Pa2A3.33/Pt2^2 (B 17) 0.000945608 � X1 m (B18) x2 m (B19) 3.66 B19 Vert distance surf to contam Da mA2/h (13120) 0.029 B20 Diffusion coefif in air Del mA2/h (1321) Det mA2/h (1322) 2.74226E-05 B22 Contain effective diff coeff F mg/mA2-h (B23) 0.005247761 B23 Flux b 1324 0.001 B24 Attenuation "crack" factor he m (B25) 3 B25 Height of ceiling E (1326) 0.5 B26 Exchange rate, default value Ci mg/m'13 (1327) 3.49851 E-06 B27 Conc in indoor air_ L m (1328) 0 u m/h (1329) 1 h m (1330) Com /mA3 -(B3- S31} 0;B3'1 Conc/outdoor air C mg/mA3 (1332) 3.49851 E-06 B32 Total indoor air conc IR m/h^3 (B33) _1 0.833 B33 Inhalation rate - _. ET h/d (B34) 1 0,B34 Exposure time EF dry (1335) 250!B35 Exposure Frequency ED y (B36) 25 B36 Exposure duration j BW kg (B37) 70.B37 Body weight AT d/y*y (1338) _ 25550 B38 Averaging time CDI mg/kgyd (1339) 1.0184E-07 839 Chronic daily intake C P F Mg/kg-dA-1 (B40) 0.01 B40 Cancer potency factor RISK 1341 1 .0184E-09 B41 Excess lifetime cancer risk Page 0 PCE Tungst C disc desc Plum under bldg Cw ugll (B3) 2100 B3 cont in water H (B4) 1.08 B4 Henry's law K unitless , 81 (B5) 1311 (B6) -- 02 _02 (B7) 0.396 B7 Soil moisture by volume Pt2 0.475 88 Total porosity Csg mg/m^3 B13) 2268 B13 Conc of contain in soil Pal (B14) Pat B15) 0.079 B15 Air-filled porosity Pa1"3.33/Pt1"2 (816) Pa2^3.33/Pt2^2 (817) 0-000945608 X1 m (B18) _ x2 m (B19) 3.66 B19 Vert distance surf to contam Da m^2/h (B120) 0.0259 B20 Diffusion coeff in air Del m^2/h (B21)_ Det m^2Jh (B22) 2.44912E-05 B22 Contam effective diff coeff F mglm^2-h (B23) 0.015176538, B23 Flux i - b (624) 0.001 B24 Attenuation "crack" factor he m (B25) 3 B25 Height of ceili E (826) 0.5 Exchange rate, default value Ci rng/m 3 (B27) 1 .01177E-05827 Canc in indoor air L m (B28) 0 u mlh (829) 1 h m (B30) 3 Cc mg/m^3 (B31) 0 B31 Canc/outdoor air C mglm^3 (B32) 1.01177E-05 B32 Total indoor air cone IR m/h^3 (833) 0.833 833 Inhalation rate ET hld (B34) 10 B34 Exposure time EF d/y (B35) 2501 B35 Exposure Frequency E (83E) _ 25,B36 Exposure duration BW kg (837) 70 B37 Body weight AT d/y*y (B38) 25550 B38 Averaging time CDl m /kg-d (B39) 2.94522E-07 539 Chronic daily intake CPF Mg/kg-d^-1 (B40) 0.021 E340 Cancer potency factor RISK B41 6.18496E-09 1341 Excess lifetime cancer risk Page 1 1,1 DCE Tungs C disc desc Pium under bid I Cw ug/I B3 374 133 none in water H_ B4) 1.41 B4 Henry's law K unitless 01 (B5) Pt 1 B6 02 (B7) 0.396 97 Soil moisture by volume Pt2 B8) 0.475;B8 Total porosity - -- ------ CSg mg/MA3 (B13) 521.7 B13 Conc of contam in soil Pal (B14) Pa_2 (SL5L 0.079 B15 Air-filled porosity Pal^3.331Pt1^2__(B16) Pa21'I3.33/Pt2A2 (B17 0.000945608 X1 m (818) x2 m (B19) 3.66 B19 Vert distance surf to contam Da rn^2-/h (B120) 4.0284 B20 Diffusion coeff in air Del m^2/h (1821) Det m^2/h (B22) 2.68553E-05 B22 Contam effective diff co ff . .. .. ......_. _. . ._....... F mg/m"2-h (B23) 0.003827975 B23 Flux b (B24) 0.001 B24 Attenuation "crack" facto he m (B25) 3 B25-Height of ceiling E (826} 0.5 B26 Exchange rate, default value Ci mg/m^3 (B27) 2.55198E-06 B27 Cone in indoor air L. m (B28) 0 - _ -- u m/h (829) 1 h m (830 - 3 Co mg/m^3 (631) 0 631 Conc/outdoor air C mghnA3 (832) 2.5519BE-06 B32 Total indoor air cont IIB m/h^3 (833) 0.833 B33 lnhafation rate ET h/d (B34) 10 B34 Exposure time EF d/y (B35) 250 B35 Exposure Frequency IBD y (B36) 25 B36 Exposure duration BW kg (B37) 70 B37 Body weight AT d/y'y (B38) 25550 B38 Averaging time CDI mg/kg-d (B39) 7.42872E-08 B39 Chronic daily intake - -- - -- — CPF Mg/kg_d^-1 (EB40) 0.175840 Cancer potency factor R15K 841 1.30003E-08 B41 Excess lifetime cancer risk I Page 1 �1 1,1 DCA Tungs C diss desc Plum sunder bldg _ CW ug/1 83 130133 Conc in water H (134) 0.1731,134 Henry's (aw K unitless @1 (135) PH (136 02 (B7) 0.396 B7 Soil moisture by volume Pt2 B8 0-475:138 Total porosity Csg mglmA3 B13) 23.27 613 Conc of contam in soil Pal (1314) Pa2 (B15) 0.079 B15 Air-filled porosity Pal A3.33/PtlA2 B16 Pa2^3.33/Pt2A2 B17 0.000945608' X-1 m (818) -� x2 m (B19) 3=E6 B19 Vert distance surf to contam Da MA2/h(6120) 0.03_28 B20 Diffusion coeff in air Del mA2/h 1321) Det m^2/h (622) 3.10159E-05 B22 Contam effective diff coeff F mg/mA2-h B23) 0.000197197 B23 Flux b (624) 0.001 B24 Attenuation "crack" factor he m (1325) 3 B25 Height of ceiling E (1325) 0.5 B26 Exchange rate, default value Ci mg/m'13 (B27) 1 .31465E-07 B27 Conc in indoor air L m (1328) 0 u m/h (829) 1 h rn (830) 3 Co mlm"3 g n _ _(831 0'_ ) _ - B31 Concloutdoor air C mg/m 3 (B32) 1.31465E-07'B32 Total indoor air cont IR m/hA3 (1333) 0.833 1333 Inhalation rate ET h/d (B34) -10 B34 Exposure time EF d/y (B35) 251335 Exposure FrequenGy ED y (B36) 25 1336 Exposure duration SW kg (B37) 70;;837 Body weight AT dly"y (538) 25550'B38 Averaging time CDl mg/kg,-d (B39) 3.826138E_0.9 B3_9 Chronic daily intake CPF Mg/kg-dA-1 (1340) [1.006 B40 Cancer potency factor IRISK (B-41 2.29613E-11 B41 Excess lifetime cancer risk Page 1 a PCE Tungst C dins desc �oRr�ts Plum under btd i Cw u /I B3 2140 H B4 1.06 1 01 B5) Pti B6 1 02 B7) 0.396 Pt2 0.475 t Cso mg/m^3 B13 =(B3*B4 Pal B14) Pat (815) =B8-B7 PW3.33/Pt1^2 B16) Pa2^3.33/Pt2"2 (B17) =B15^3.33/B8^2 J x1 m (B18) _ + x2 m (B19) - 3.6E i Da m^2/h (8120) 0.0259 Del m^2/h (B21) I Det m^2/h (B22) =(B20*B17) F mg/m^2-h B23) =(B13/ B19/B22 t A b (B24) 0.001 _hc m (B25} 3 E (B26) 0.5 Ci mg/m^3 (B27) =((B24*B23)1(B25*B26)) ' _L m (B28) 0 ! u m/h (B29) 1 h m (B30) 3 Co mg/MA3 Bal) =((B23*B28)/(B29-B30)) C mg/m^3 (832) =(B27+B31) 1R mihA3 (B33) 0.833 1 ET h/d (B34)_ 10 EF d/ (B35) 250 ED (B36) 25 BW kg (B37) 70 AT d/ *y (B38) =(365*70)_ _CDI mg/kg-d (B39) -(B32-((B33`B34"B35 S36) (B37'B36)}) CPF Mg/kg-d^-1 (B40) 0.021 RISK B41 '=(839*B40) i I Ji I Page 1 f F California Regional Water Quality Control Board _ Santa Ana Region Winston H.Hickox 3737 Main Street,Suite 500,Riverside,California 92501.3348 Arnold Schwarzenegge (909)782-4130•Fax (909)781-6288 Secretary for http://www.swrcb.ca.gov/rwycb8 Govenaor F_nvironnrenla! Prolerlion April 27, 2004 Mr. Maurice Sticker Environmental Affairs Coordinator Smith International, Inc. 16740 Hardy Street Houston, TX 77032 SUBJECT: CLOSURE OF UNDERGROUND STORAGE TANK CASE SMITH TOOL TUNGSTEN CARBIDE MANUFACTURING 14451 MYFORD ROAD TUSTIN, CALIFORNIA 92606 Dear Mr. Sticker: This letter confirms the completion of the site investigation, remedial action and groundwater monitoring which were required to mitigate the releases associated with the underground storage tanks located at the above described location. Enclosed is the Case Closure Summary for the referenced site for your records. Based on the available information, including the current land use, and with the provision that the information provided to this agency was accurate and representative of site conditions, no further action related to the underground storage tank release within the former Smith Tool Tungsten Carbide Manufacturing site is required. This notice is issued pursuant to a regulation contained in Title 23, California Code of Regulations, Division 3, Chapter 16, Section 2721 (e). The monitoring wells located at the site are required to be properly abandoned in accordance with the California Well Standards. This action would include obtaining from the appropriate agencies all the necessary permits prior to decommissioning of such monitoring wells. After the monitoring wells are properly abandoned, please submit all documentation to this agency. Calc forma Envirolll71ental Protection Agency Ca1.Recycled Paper Mr. Maurice Sticker April 27, 2004 Smith Tool Tungsten Carbide Manufacturing Page 2 of 2 Please telephone Tom Mbeke-Ekanem at (909) 320-2007 if you have any questions regarding this matter. Sincerely, 4j. Wl- Yj Gerard J. Thibeault Executive Officer Attachment: Case Closure Summary cc: Nancy Camacho - SWRCB, Cleanup Fund (w/ attachment) Willaim J. Weaver, Camp Dresser and McKee, Inc. tme:C/UST/wp/SmithTustin 4-04 C^Zfornia Environmental Protection Agcy Qct Rer+rled Paper CASE CLOSURE SUMMARY Leaking Underground Fuel Tank Program I. Agency Information DATE: April 27,2004 AGENCY NAME California Regional Water Quality Control Board-Santa Ana Region STAFF Tom Mbeke-Ekanem ADDRESS 3737 Main St.,Suite 500 TITLE Sanitary Engineering Associate CITY/STATEIZIP Riverside CA 92501-3348 PHONE (909)320-2007, Main Tel.(909)782-4130 II. Case Information SITE NAME Smith Tool Tungsten Carbide Manufacturing LOCATION 14451 Myford Road,Tustin,California 92606 REGIONAL BOARD CASE# I 083000571T 11 LOCAL AGENCY CASE# NA RESPONSIBLE PARTIES ADDRESS PHONE NUMBER Smith International, Inc. 16740 Hardy Street Houston,TX 77032 Contact: Maurice Sticker (281)233-5092 TANK NO. SIZE IN GALLONS CONTENTS CLOSED IN PLACE/REMOVED DATE 1 280 Waste Oil Removed 8186 III. Release and Site Characterization Information CAUSE AND TYPE OF RELEASE: Unknwxn SITE CHARACTERIZATION COMPLETE? YCS DATE APPROVED BY AGENCY June 23, 1989 MONITORING WELLS INSTALLED? I Yes TNUMBER 20 PROPER SCREEN INTERVAL? Yes DEEPEST GW DEPTH 14.4 SHALLOWEST GW DEPTH 7.7 GROUNDWATER,MOST SENSITIVE CURRENT USE: Municipal GW FLOW DIRECTION I Southeast DRINKING WATER WELL(S)AFFECTED? No AQUIFER NAME Irvine pressure IS SURFACE WATER AFFECTED? No NEAREST/AFFECTED SW NAME El Modena Irvine Channel OFF-SITE BENEFICIAL USE IMPACTS (ADDRESSES/LOCATIONS): N/A REPORT(S) ON FILE? Yes WHERE IS/ARE REPORT(S)FILED? RWQCB—Santa Ana Region TREATMENT AND DISPOSAL OF AFFECTED MATERIAL MATERIAL AMOUNT ACTION(TREATMENT,DISPOSAL)/DESTINATION DATE TANKIPIPING 280 gal. Gasoline USTs and associated piping were removed. 8/20/86 Allied Industrial Services, 1861 E. 66"St,LA, CA 90001 FREE PRODUCT N/A N/A N/A SOIL—BTEX Disposal to TPS Technologies Inc. 12328 Hibiscus Ave. 7/20/01 SOIL—VOC 1,110 yd' Adelanto,CA 92301 GROUNDWATER 49,703,697 gallons Treatment through onsite Groundwater treatment system Through 12103 Case Closure Summary Date: April 27,2004 Site Name: Smith Tool Tungsten Carbide Page 2 of 3 111. Release and Site Characterization Information (Continued) Maximum Document Contaminant Concentration- Before and After Cleanup CONTAMINANT SOIL (mg/kg) WATER (ug1L) INITIAL CURRENT INITIAL CURRENT TPH 9,200 82 4,000 ND Benzene 0.099 ND 0.96 ND Toluene 0.510 0.095 1.4 ND Ethylbenzene 0.2 ND 0.92 ND Xylenes 0.83 ND 0.99 0.99 1,1-DCA 1.4 0.3 740 6.4 1,1-DCE 6.7 1.3 1,700 6.8 cis-t,2-DCE 2.4 0.53 335 40 TCE 49 4 1,700 20 PCE 70 4 2,100 34 COMMENTS REGARDING INVESTIGATION AND REMEDIATION One underground storage tank (UST) was removed from the site in August 1986 due to leaks. 1,110 cubic yards of soil was excavated. High concentrations of TPH and chlorinated solvents were detected in the soil and groundwater. Altogether, 20 monitoring wells were installed between 1989 and 2000 and 4 of those were abandoned. The analyses of soil and water samples in 1989 showed initial TPH concentrations of 9200 and 4000 mg/kg, respectively. In September 1993, a pump and treat system was installed on site. The remediation system was designed to extract and treat solvent impacted groundwater. In November 2002, the system was shut down when the data showed that the plume had been substantially reduced. At that time, thirty eight rounds of groundwater sampling had been performed. By the end of 2002, TPH had shown a steady decline to a concentration of 82 mg/kg for soil and ND for the groundwater. Aromatic organic compounds (BTEX) concentrations have historically remained low both in soil and in the groundwater. Halogenated organic compounds (1,1-DCA, 1,1-DCE, cis-1,2-DCE, TCE, and PCE) concentrations had been greater than the California MCLS. Currently, the concentrations have been greatly reduced to 6.4, 6.8, 40, 20, and 34 ug/L, respectively. Concentrations have ranged from an estimated 6.4 ug/1 to a high of 2100 ug/l for TCE. Since 2002 the plume has been substantially reduced in magnitude and size. Monitoring data obtained indicated that mass removal rates have reached a point of technical in-feasibility. Therefore, it is believed that no further significant reduction of contaminant concentrations is economically feasible. Case Closure Summary Nftw vow Date:April 27,2004 Site Name: Smith Tool Tungsten Carbide Page 3 of 3 IV. Closure DOES COMPLETED CORRECTIVE ACTION PROTECT EXISTING BENEFICIAL USES PER Yes REGIONAL BOARD BASIN PLAN? DOES COMPLETED CORRECTIVE ACTION PROTECT POTENTIAL BENEFICIAL USES Yes PER THE REGIONAL BOARD BASIN PLAN? Site Management Requirements MONITORING WELLS 4 NUMBER TO BE 16(4 already NUMBER 0 DECOMMISSIONED DECOMMISSIONED abandoned) RETAINED LIST ENFORCEMENT ACTIONS TAKEN None LIST ENFORCEMENT ACTIONS RESCINDED None V. Regional Board Re resentative Data STAFF Tom Mbeke-Eka em TITLE Sanitary Engineering Associate SIGNATURE - DATE SUPERVISOR Kenneth R.Williams TITLE Senior Engineering Geologist SIGNATURE f1i(� ,i / 1�G' DATE Z 7 G VI. Additional Comments, Data etc. Depth to groundwater is approximately ten feet. Highest BTEX concentrations have historically remained very low while chlorinated compounds have stabilized. Based on the information received, it does not appear that the remaining gasoline and halogenated organic compound concentrations at this site pose a significant threat to the degradation of shallow groundwater underlying the facility. Therefore, site closure is recommended. Tin elstn ithtool-tustirrlust/C COUNTY OF ORANGE JULIETTE A. POULSON, RN,MN DIRECTOR HEALTH CARE AGENCY MIKE SPURGEON DEPUTY AGENCY DIRECTOR • REGULATORY HEALTH SERVICES REGULATORY HEALTH SERVICES ENVIRONMENTAL HEALTH STEVEN K.WONG,REHS,MPH DIRECTOR ENVIRONMENTAL HEALTH Excellence MAILING ADDRESS: ST DYER ROAD,SUITE Iegrity 1241 SANTA ANA,CA 92705-56110 -Sre71Ce TELEPHONE:(714)433-6000 FAX:(714)7541732 E-MAIL: eheaM@w.hca.com March 27, 2006 Ms. Louise Delano AT&T Services,Inc. 308 South Akard, Room 900 Dallas, Texas 75202 Subject: Completion of Tank Removal Project RE: SBC Facility 14451 Myford Road Tustin, CA Dear Ms. Delano: This is in response to your request for a confirmation of the completion of the tank removal project. With the provision that the results for the soil samples obtained during the tank removal activities on November 26, 2003 were accurate and representative of existing conditions, it is the position of this office that no significant soil contamination has occurred at the above noted facility location. It should be pointed out that this letter does not relieve you of any responsibilities mandated under the California Health and Safety Code if additional or previously unidentified contamination is discovered at the subject site. If you have any questions regarding this matter,please Kathryn Cross at(714)433-6254. Sincerely, Anthony F artmez, Supervising Hazardous Waste Specialist Hazardous Materials Management Section Environmental Health +� AV oCE 1 ENVIRONMENTAL, INC. November 15, 2019 Project No. 1623.002 Mr. Guillermo Accame Director of Risk Management PANATTONI DEVELOPMENT COMPANY, INC. 7887 East Belleview Avenue, Suite 475 Denver, Colorado 80111 Soil Vapor Assessment Former Tungsten Carbide Manufacturing (TCM) Facility 14451 Myford Road Tustin, California Dear Mr. Accame: This report documents a soil vapor assessment at the former Tungsten Carbide Manufacturing (TCM) facility, currently occupied by AT&T, at 14451 Myford Road in Tustin, California (the site). A plan of the site, including an overlay of the proposed warehouse footprint and showing the soil vapor sampling locations, is presented in Figure 2. BACKGROUND In August 1986, TCM removed a 300-gallon underground storage tank (UST) for waste oil and observed oily water and discolored soil with a strong hydrocarbon odor in the tank excavation. Soil samples collected from the UST excavation contained elevated concentrations of total petroleum hydrocarbons (TPH) and detectable concentrations of chlorinated volatile organic compounds (VOCs), notably tetrachloroethylene (PCE), trichloroethylene (TCE), and their degradation byproducts. Subsequent soil and groundwater investigations indicated that the chlorinated VOCs had likely leaked from two nearby wastewater clarifiers, which were removed in January 1988. Additional soil and groundwater investigations were conducted and indicated that releases from the wastewater clarifiers and the waste oil UST had impacted shallow, "perched" groundwater, which was encountered at around 12 feet below ground surface (bgs). Remedial efforts related to the former UST and clarifiers have included soil removal via open excavation, the application of Fenton's Reagent to oxidize residual contaminants in soil beneath the building, and the installation and operation of a groundwater extraction and treatment or "pump and treat" system to inhibit contaminant migration and remove contaminant mass (Camp Dresser & McKee, Inc., August 6, 2002. Based on these remedial efforts and related groundwater monitoring, the Santa Ana Regional Water Quality Control Board issued a "no further action" (NFA) letter related to the soil and groundwater impacts attributable to the former waste oil UST and clarifiers on April 27, 2004. Although TCM made a concerted effort to investigate and remediate TPH and VOCs in soil and groundwater, it does not appear that soil vapor beneath the site was evaluated for the possible presence of VOCs. 1 Technology Drive, Suite 0515 ■ Irvine, California 92618-5302 Phone 949-296-0977 ■ Fax 949-296-0978 www.avocetenv.com Soil Vapor Assessment Former Tungsten Carbide Manufacturing (TCM) Facility 14451 Myford Road Page 2 Tustin,California November 15,2019 According to the available records, Pacific Bell, the predecessor to AT&T, purchased the site in late 1987 and installed two 12,000-gallon USTs, one for gasoline and one for diesel fuel, for its fleet vehicles. These two USTs, which were located outside the northeast wall of the existing building (Figure 2), were permanently closed by removal in November 2003. The removed USTs were observed to be in good condition, no odors or other indications of leakage were noted, and confirmation soil samples from the tank excavation indicated that the USTs had not leaked. Pursuant to the confirmation soil sample results, Orange County Health Care Agency issued an NFA letter for the two AT&T fuel USTs on March 27, 2006. Based on the available records, the possible presence of fuel hydrocarbons in soil vapor in the vicinity of the former AT&T USTs has not been investigated. PURPOSE AND SCOPE As the possible presence of chlorinated and fuel-related VOCs in soil vapor had not previously been investigated, Avocet Environmental, Inc. (Avocet) recommended the subject soil vapor assessment at the site. Specifically, Avocet recommended eight soil vapor probes at the locations shown in Figure 2. In brief, Avocet located soil vapor probes within the footprints of each of the four office areas in the planned future warehouse building, adjacent to the backfilled remedial excavation in the former TCM UST/clarifier area, within the footprint of the former Pacific Bell USTs, and two probes within the proposed warehouse footprint to provide areal coverage. As groundwater beneath the site is shallow, on the order of 12 feet bgs, Avocet installed a single (as opposed to nested) vapor probe at each location, at approximately 5 feet bgs. Avocet collected samples from each of the vapor probes and analyzed them for VOCs, including fuel oxygenates, using U.S. Environmental Protection Agency (EPA)Method TO-15. FIELD AND LABORATORY PROCEDURES This section documents field, laboratory, and related procedures followed during the subject soil vapor assessment, which was conducted in October 2019. Hand Auger Drilling and Vapor Probe Installation On October 3, 2019, Borings SV-1 through SV-8 were advanced using a 3.25-inch-diameter hand auger to a depth of 5.5 feet bgs at the locations shown in Figure 2. Prior to hand augering, the exterior pavement and building floor slab were wet cored by Rice General using a 5-inch- diameter concrete core barrel. During hand augering, soil matrix samples collected at nominal depths of 2 and 5 feet bgs were visually classified and recorded on a field boring log. Classification was based on the Unified Soil Classification System and ASTM International (ASTM) Standard D2488 entitled "Standard Practice for Description and Identification of Soils (Visual-Manual Procedure)." In addition to being visually examined, the soil samples were screened for the possible presence of organic vapors using a calibrated photoionization detector (PID). For screening purposes, soil was sealed in a freezer bag and agitated to promote the volatilization of organic compounds, if any, present in the soil matrix. After allowing organic vapors, if any, to equilibrate, the probe of the PID was inserted into the bag headspace and the peak PID reading was recorded. There were no visual or olfactory indications of soil AvoCET ENVIRONNIENIA1., IM Soil Vapor Assessment Former Tungsten Carbide Manufacturing (TCM) Facility 14451 Myford Road Page 3 Tustin,California November 15,2019 contamination while drilling Borings SV-1, SV-2, and SV-4 through SV-8; however, some minor PID readings and discoloration were measured/observed in samples from the boring for Probe SV-3, located in the footprint of the former Pacific Bell fuel USTs (Figure 2). Soil vapor probes were installed in Borings SV-1 through SV-8 in accordance with the July 2015 "Advisory - Active Soil Vapor Investigations" prepared by the California Department of Toxic Substances Control (DTSC) and the Los Angeles and San Francisco Bay Regional Water Quality Control Boards (DTSC, et al., July 2015). The probes consisted of a stainless steel porous tip connected to '/8-inch outside diameter Nylaflow® tubing extending approximately 2 feet above the ground surface. The Nylaflow® tubing was measured and cut to length and a polyvinyl chloride pipe was used as a guide to ensure the probe tips were installed at the correct depth. The stainless steel probe tips were installed at the midpoint of an approximately 12-inch layer of silica sand. After placing the sandpack around the probe, the annulus above was backfilled with 12 inches of dry granular bentonite. Additional dry bentonite was added in 6-to 12-inch lifts to approximately 6 inches below grade, with each lift hydrated in place with potable water. The wellheads are protected inside 3.5-inch-diameter vaults set in concrete and finished flush with the surrounding asphalt/concrete surfaces. The Nylaflow tubes are fitted with gas-tight valves to prevent probe degassing after construction and during equilibration. The Nylaflow® tubing is coiled up inside the wellhead vaults. Vapor Probe Sampling In accordance with current regulatory agency guidance (DTSC, et al., July 2015), probes installed in hand-augered borings must be allowed a minimum of 48 hours to equilibrate prior to being purged and sampled. On October 7, 2019, after allowing well over the minimum equilibration time, Avocet purged and sampled the eight soil vapor probes. More specifically, Avocet used a 60-milliliter (mL) gas-tight syringe to purge the probes of three "sample train volumes" at a rate of 200 milliliters per minute in accordance with current regulatory agency guidance (DTSC, et al., July 2015). Soil vapor samples were then collected from each of the depth-discrete probes in 1-liter SUMMA canisters. On completion of sampling, the SUMMA canisters were hand delivered to the Eurofins Calscience, Inc. (Eurofins) laboratory in Garden Grove, where they were analyzed for VOCs, including fuel oxygenates, using EPA Method TO-15. Quality assurance/quality control measures associated with soil vapor sampling and analysis included the following: • Collection of an ambient air sample while soil vapor sampling was in progress. The ambient air sample was collected in the parking lot outside the building using the same type of flow regulator used to collect the soil vapor samples. As with the soil vapor samples, the ambient air sample was analyzed for VOCs, including fuel oxygenates, using EPA Method TO-15. • A shut-in test was conducted on each vapor probe to check for leaks in the aboveground sample train. For the shut-in test, the aboveground sample train was Soil Vapor Assessment Former Tungsten Carbide Manufacturing (TCM) Facility 14451 Myford Road Page 4 Tustin,California November 15,2019 evacuated, using a syringe, to at least 100 inches of water with the block valves on the attached sample canister and at the probe head closed. If a noticeable loss of vacuum had been observed, the sample train would have been reassembled and the test repeated; however, no significant loss of vacuum was observed in any of the probes. • The use of isopropyl alcohol (IPA) as a leak detection compound to verify the integrity of the sample train during sample collection. In brief, IPA was applied to paper towels wrapped around the probe and the sample train during the sampling process and IPA was included in the analytical suite as an indicator of the integrity of the probe and the sample train. IPA was not detected in any of the soil vapor samples but was detected in the ambient air sample. The IPA in the ambient air sample is assumed to be attributable to its application to the paper towels around the sample trains. Information recorded as part of the sample collection process included the volume of air purged prior to sampling, sample collection start and end times, and the initial and final vacuums in the SUMMA canisters. The soil vapor samples were submitted under chain of custody to the Eurofins laboratory in Garden Grove, where they were analyzed for VOCs using EPA Method TO-15. The results of the soil vapor sample analyses are summarized in Table 1 and are discussed below. The soil vapor sample results are presented in full in the Eurofins laboratory report in Attachment 1. Equipment Decontamination Hand augering equipment was cleaned prior to first use and between borings by scrubbing in a nonphosphate detergent solution followed by potable and distilled water rinses. FINDINGS This section summarizes the findings of the soil vapor assessment in terms of lithology and the occurrence and distribution of VOCs in soil vapor beneath the site. Lithologic Conditions Beneath the exterior pavement and building floor slab, Avocet observed base material, which typically extended to about 1 foot bgs. Soils beneath the base material were a mixture of moist, firm to stiff silts and clays with traces of fine-grained sand. This material is probably native material that was reworked during redevelopment grading. In Boring SV-3, pea gravel backfill was present in the footprint of the former Pacific Bell UST area to approximately 4 feet bgs, below which native or reworked native soil was encountered to 5.5 feet bgs, the total depth of the boring. AvoCET Soil Vapor Assessment Former Tungsten Carbide Manufacturing (TCM) Facility 14451 Myford Road Page 5 Tustin,California November 15,2019 Soil Vapor Sample Results Soil vapor samples from the eight 5-foot probes were analyzed for VOCs, including fuel oxygenates, using EPA Method TO-15. The results of the analyses are summarized in Table 1 and presented in full in the Eurofins analytical report in Attachment 1. The eight soil vapor samples contained detectable concentrations of one or more of 16 VOCs and two additional VOCs were detected in ambient air as follows: VOCs in Soil Vapor and Ambient Air Samples (Units are micrograms per cubic meter orµg/m3) Ambient Detection Concentration Air Compound Frequency Range --Acetone 8/8 8.1 -86 33 -------------------------- --- ------ Benzene 6/8 2.0-6.5 ND<1.7 2-Butanone(MEK) 6/8 5.6-22 ND<4.6 Carbon Disulfide 4/8 12-70 ND<6.5 Chloroform 1/8 21 ND<2.5 Chloromethane -- -- 1.2 - ---------------- 1,1-Dichloroethane(1,1-DCA) 1/8 76 ND<2.1 1,1-Dichloroethylene(1,1-DCE) 1/8 360 ND<2.1 cis-1,2-Dichloroethylene(cis-1,2-DCE) 1/8 4.6 5.7 Ethylbenzene 4/8 2.5-4.4 ND<2.2 Isopropyl alcohol(IPA/LDC) -- -- 15 Tetrachloroethylene(PCE) 6/8 4.1 -54,000 17 Toluene 8/8 2.5 -48 3.6 --- ---------------- 1,1,1-Trichloroethane(TCA) 3/8 10-330 ND -' -S Trichloroethylene(TCE) 4/8 25-5,900 6.5 Vinyl Acetate 1/8 11 ND<7.3 o Xylene 4/8 2.3-4.1 ND<2.2 p,m-Xylenes 1 1/8 1 11 1 ND<9 Avocet notes that because of the extremely low Reporting Limits achievable using EPA Method TO-15, it is not uncommon to detect this many or more VOCs in soil vapor and indeed in ambient air. Avocet also notes that acetone is a common laboratory artifact and was also detected in the ambient air sample collected in conjunction with the soil vapor samples. The VOC concentrations reported in the soil vapor samples are presented graphically in Figure 2. More VOCs and the highest concentrations were reported in the soil vapor sample from Probe SV-8, located adjacent to the backfilled remedial excavation for the former TCM waste oil UST and clarifiers; however, elevated PCE concentrations were reported in several other probes. To assess the potential significance of the VOCs in soil vapor, Avocet compared the concentrations to San Francisco Bay Regional Water Quality Control Board (SFBRWQCB) Environmental Screening Levels (ESLs; SFBRWQCB, January 2019). SFBRWQCB's ESLs are based on indoor air VOC screening levels divided by an attenuation factor of 0.03. In other words, soil vapor VOC concentrations are attenuated by a factor of 0.03 to estimate indoor air ^Avo C E T Soil Vapor Assessment Former Tungsten Carbide Manufacturing (TCM) Facility 14451 Myford Road Page 6 Tustin,California November 15,2019 VOC concentrations. The results of the preliminary vapor intrusion evaluation are indicated by shading in Table 1 and in Figure 2 but, in brief: • The concentrations of PCE in soil vapor exceeded the commercial screening level of 67 µgW in the samples from Probes SV-2, SV-6, SV-7, and SV-8 by at least an order of magnitude. The 54,000 µgW of PCE in the soil vapor sample from Probe SV-8 exceeded the commercial screening level by almost three orders of magnitude. • The 5,900 µgW of TCE in the soil vapor sample from Probe SV-8 exceeded the commercial screening level of 100 µgW by almost two orders of magnitude. • The 21 µgW of chloroform in the soil vapor sample from Probe SV-8 marginally exceeded the commercial screening level of 18 µg/m3. SUMMARY AND CONCLUSIONS Avocet installed and sampled eight soil vapor probes at the former TCM facility in accordance with current regulatory agency guidance. Probes were located within the footprint of the planned warehouse building, including within the footprints of each of four planned office areas. Probes were also located adjacent to the backfilled TCM remedial excavation and within the footprint of the former Pacific Bell fuel USTs. One or more of 16 VOCs, notably including PCE and TCE, were detected in the eight soil vapor samples. PCE, TCE, and five other VOCs were detected in an ambient air sample, including two VOCs that were not detected in soil vapor. The most VOCs and by far the highest concentrations were reported in the soil vapor sample from Probe SV-8, located adjacent to the backfilled TCM remedial excavation, but elevated PCE concentrations were reported in several other probes. Commercial/industrial screening levels for VOCs in soil vapor were exceeded by an order of magnitude or more in the samples from Probes SV-2, SV-6, SV-7, and SV-8. Probe SV-8 is located outside the footprint of the planned warehouse building but the other probes with exceedances are within the warehouse footprint and two are located in planned future office areas. Given these exceedances and the ever-increasing conservatism of California's approach to vapor intrusion, Avocet recommends that vapor mitigation measures, specifically a "passive" ventilation layer and a composite barrier layer, be incorporated into the design and construction of the planned new warehouse building. The ventilation and barrier layers should underlie the entire footprint of the planned warehouse at the subject site and, from the bottom up, should include the following: • A minimum 2 inches of sand bedding with embedded "flat pipe" ventilation pipes connected to vertical risers inside the warehouse walls. • A 20-mil geomembrane of high-performance polyethylene containing an ethylene vinyl alcohol (EVOH)layer. ^A oCET 1-.: Soil Vapor Assessment Former Tungsten Carbide Manufacturing (TCM) Facility 14451 Myford Road Page 7 Tustin,California November 15,2019 • At least 40 mil of spray-applied Liquid Boot-type barrier material, for a combined minimum barrier thickness of 60 mil. • A layer of heavy-duty nonwoven geotextile to protect the underlying vapor barrier during placement of the building floor slab. Although only a passive ventilation layer is recommended, Avocet recommends that it be designed and installed in such a way that it can, if necessary, be made "active" at a later date by adding in-line fans, such as those used in radon applications, to the vertical riser pipes inside the warehouse. CLOSING As always, Avocet Environmental, Inc. appreciates the opportunity to be of service to Panattoni Development Company, Inc. If you have any questions about this report or require additional information, please do not hesitate to contact the undersigned at (949) 296-0977 Ext. 102 or at pmill erg avocetenv.com. Respectfully submitted, �oQ�DFESSlpNq! AVOCET ENVIRONMENTAL, INC. �Q���.�P WZ1LU "4cez��, �����fi * C 42600 Philip Miller, P.E. s�q� Principal F Oo Signed and se ember 15, 2019 PM:sh Attachments P:11623 Panattom-Myford Road Tustin1002 Phase IIInvestigationlReportlPanattoni_Myford Road SVAssessment Rpt 2019-11-15.do AvoCET SNVIRONNIENIA1., IM Soil Vapor Assessment Former Tungsten Carbide Manufacturing (TCM) Facility 14451 Myford Road Page 8 Tustin,California November 15,2019 REFERENCES California Department of Toxic Substances Control (DTSC, et al.), Los Angeles Regional Water Quality Control Board, San Francisco Bay Regional Water Quality Control Board, July 2015, "Advisory, Active Soil Gas Investigations." Camp Dresser& McKee, Inc. (CDM), August 6, 2002, "Source Removal Action Closure Report, Smith International Inc., Former Smith Tool TCM Facility, Tustin, California." Orange County Health Care Agency, March 27, 2006, "Completion of Tank Removal Project, SBC Facility, 14451 Myford Road, Tustin, CA." San Francisco Bay Regional Water Quality Control Board, January 2019, "Summary of Vapor ESLs." Santa Ana Regional Water Quality Control Board, April 27, 2004, "Closure of Underground Storage Tank Case, Smith Tool Tungsten Carbide Manufacturing, 14451 Myford Road, Tustin, California 92606." 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'S o � � m' d = n o AS o Qabi' �. omIw,ow o ¢'v F F F V ¢ m U U .� w F F F> N m —Z mna m N N ^ N O O O d — do —o d d o _ _ MN MN m g ° u m g 9 oo °_ $ 9 ° v m °=v a m U w F F a m U w N a mo B T'-. ✓ / w s > a „nom s✓��\�/'+'.`� � _ `"a,, ,f�/ .Y�� ��. , J 1 x a c d d d ` .. 0 5mo mo :6 5 5 d E o 0 5 o 0 0$ = 6 - - Q m U u F F F w a m o a v a mm I N RNr" J III « mo _ F o o QM m' = o 5 X E m ' m$—o m' = n 5 X o ti N ¢ m U w o o.F F -N¢F N ¢ m U w o F ` s�oz� 1� -10Mn OS I aoon�ooeze�sm anaw�ooa ewo,yn ®aaay��3i4d goo eze���,u�i Pe w� w��sw�!��ne�d6e9� ins f Attachment 1 Eurofins Laboratory Report, Soil Vapor Samples AvoCET ti eurofins Calscience ANALYTICAL REPORT Eurofins Calscience LLC 7440 Lincoln Way Garden Grove, CA 92841 Tel: (714)895-5494 Laboratory Job ID: 570-9370-1 Laboratory Sample Delivery Group: (TCM) Facility / 1623.002 Client Project/Site: Former Tungsten Carbide Manufacturing For: Avocet Environmental Inc 1 Technology Drive Suite C515 Irvine, California 92618 Attn: Darren Brandner V" � e Authorized for release by.- 1011312019 y:10/13/2019 8:58:30 AM Virendra Patel, Project Manager 1 (714)895-5494 virendrapatel@eurofinsus.com The test results in this report meet all 2003 NELAC and 2009 TNI requirements for accredited parameters,exceptions are noted in this report. This report may not be reproduced except in full, and with written approval from the laboratory.For questions please contact the Project Manager at the e-mail address or telephone number listed on this page. This report has been electronically signed and authorized by the signatory. Electronic signature is intended to be the legally binding equivalent of a traditionally handwritten signature. Results relate only to the items tested and the sample(s)as received by the laboratory. Client:Avocet Environmental Inc Laboratory Job ID: 570-9370-1 Project/Site: Former Tungsten Carbide Manufacturing SDG: (TCM) Facility/ 1623.002 Table of Contents Cover Page . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 Table of Contents . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2 Definitions/Glossary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 Case Narrative . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 Detection Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5 Client Sample Results . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 Surrogate Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 21 QC Sample Results . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 22 QC Association Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 41 Lab Chronicle . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 42 Certification Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 44 Method Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 45 Sample Summary . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 46 Chain of Custody . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 47 Receipt Checklists . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 48 Air Canister Dilution . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 49 Eurofins Calscience LLC Page 2 of 49 10/13/2019 Definitions/Glossary Client: Avocet Environmental Inc Job ID: 570-9370-1 Project/Site: Former Tungsten Carbide Manufacturing SDG: (TCM) Facility/ 1623.002 Qualifiers Air-GUMS VOA Qualifier Qualifier Description RPD of the LCS and LCSD exceeds the control limits Glossary Abbreviation These commonly used abbreviations may or may not be present in this report. a Listed under the"D"column to designate that the result is reported on a dry weight basis %R Percent Recovery CFL Contains Free Liquid CNF Contains No Free Liquid DER Duplicate Error Ratio(normalized absolute difference) Dil Fac Dilution Factor DL Detection Limit(DoD/DOE) DL, RA, RE, IN Indicates a Dilution, Re-analysis, Re-extraction,or additional Initial metals/anion analysis of the sample DLC Decision Level Concentration(Radiochemistry) EDL Estimated Detection Limit(Dioxin) LOD Limit of Detection(DoD/DOE) LOQ Limit of Quantitation(DoD/DOE) MDA Minimum Detectable Activity(Radiochemistry) MDC Minimum Detectable Concentration(Radiochemistry) MDL Method Detection Limit ML Minimum Level(Dioxin) NC Not Calculated ND Not Detected at the reporting limit(or MDL or EDL if shown) PQL Practical Quantitation Limit QC Quality Control RER Relative Error Ratio(Radiochemistry) RL Reporting Limit or Requested Limit(Radiochemistry) RPD Relative Percent Difference,a measure of the relative difference between two points TEF Toxicity Equivalent Factor(Dioxin) TEO Toxicity Equivalent Quotient(Dioxin) Eurofins Calscience LLC Page 3 of 49 10/13/2019 Case Narrative Client: Avocet Environmental Inc Job ID: 570-9370-1 Project/Site: Former Tungsten Carbide Manufacturing SDG: (TCM) Facility / 1623.002 Job ID: 570-9370-1 Laboratory: Eurofins Calscience LLC Narrative Job Narrative 570-9370-1 Comments No additional comments. Receipt The samples were received on 10/7/2019 1:05 PM; the samples arrived in good condition, properly preserved and,where required, on ice. The temperature of the cooler at receipt was 22.0°C. Air Toxics No analytical or quality issues were noted, other than those described in the Definitions/Glossary page. Eurofins Calscience LLC Page 4 of 49 10/13/2019 Detection Summary Client: Avocet Environmental Inc Job ID: 570-9370-1 Project/Site: Former Tungsten Carbide Manufacturing SDG: (TCM) Facility/ 1623.002 Client Sample ID: SV-1 5 Lab Sample ID: 570-9370-1 Analyte Result Qualifier RL Unit Dil Fac D Method Prep Type 2-Butanone 12 4.4 ug/m3 1 TO-15 Total/NA Acetone 14 4.8 ug/m3 1 TO-15 Tota/NA Benzene 6.5 1.6 ug/m3 1 TO-15 Total/NA Carbon disulfide 70 6.2 ug/m3 1 TO-15 Total/NA Ethylbenzene 4.4 2.2 ug/m3 1 TO-15 Total/NA o-Xylene 4.1 2.2 ug/m3 1 TO-15 Total/NA m,p-Xylene 11 8.7 ug/m3 1 TO-15 Total/NA Tetrachloroethene 4.1 3.4 ug/m3 1 TO-15 Total/NA Toluene 48 1.9 ug/m3 1 TO-15 Total/NA Client Sample ID: SV-2 5 Lab Sample ID: 570-9370-2 Analyte Result Qualifier RL Unit Dil Fac D Method Prep Type 2-Butanone 22 4.4 ug/m3 1 TO-15 Total/NA Acetone 86 4.8 ug/m3 1 TO-15 Total/NA Toluene 2.5 1.9 ug/m3 1 TO-15 Total/NA Trichloroethene 25 2.7 ug/m3 1 TO-15 Total/NA Vinyl acetate 11 7.0 ug/m3 1 TO-15 Total/NA Tetrachloroethene-DL 650 9.2 ug/m3 2.71 TO-15 Total/NA Client Sample ID: SV-3 5 Lab Sample ID: 570-9370-3 Analyte Result Qualifier RL Unit Dil Fac D Method Prep Type 1,1,1-Trichloroethane 39 2.9 ug/m3 1.064 TO-15 Total/NA 2-Butanone 10 4.7 ug/m3 1.064 TO-15 Total/NA Acetone 15 5.1 ug/m3 1.064 TO-15 Total/NA Toluene 2.7 2.0 ug/m3 1.064 TO-15 Total/NA Client Sample ID: SV-4 5 Lab Sample ID: 570-9370-4 Analyte Result Qualifier RL Unit Dil Fac D Method Prep Type 2-Butanone 7.7 4.6 ug/m3 1.05 TO-15 Total/NA Acetone 13 5.0 ug/m3 1.05 TO-15 Total/NA Benzene 2.0 1.7 ug/m3 1.05 TO-15 Total/NA Carbon disulfide 32 6.5 ug/m3 1.05 TO-15 Total/NA Ethylbenzene 2.5 2.3 ug/m3 1.05 TO-15 Total/NA o-Xylene 3.4 2.3 ug/m3 1.05 TO-15 Total/NA �Tetrachloroethene 4.1 3.6 ug/m3 1.05 TO-15 Total/NA Toluene 18 2.0 ug/m3 1.05 TO-15 Total/NA Client Sample ID: SV-5 5 Lab Sample ID: 570-9370-5 Analyte Result Qualifier RL Unit Dil Fac D Method Prep Type 2-Butanone 9.8 4.4 ug/m3 1 TO-15 Total/NA Acetone 26 4.8 ug/m3 1 TO-15 Total/NA Benzene 3.5 1.6 ug/m3 1 TO-15 Total/NA Carbon disulfide 12 6.2 ug/m3 1 TO-15 Total/NA Ethylbenzene 3.0 2.2 ug/m3 1 TO-15 Total/NA o-Xylene 3.1 2.2 ug/m3 1 TO-15 Total/NA Toluene 21 1.9 ug/m3 1 TO-15 Total/NA This Detection Summary does not include radiochemical test results. Eurofins Calscience LLC Page 5 of 49 10/13/2019 Detection Summary Client: Avocet Environmental Inc Job ID: 570-9370-1 Project/Site: Former Tungsten Carbide Manufacturing SDG: (TCM) Facility/ 1623.002 Client Sample ID: SV-6 5 Lab Sample ID: 570-9370-6 Analyte Result Qualifier RL Unit Dil Fac D Method Prep Type 1,1,1-Trichloroethane 10 2.7 ug/m3 1 TO-15 Total/NA Acetone 8.5 4.8 ug/m3 1 TO-15 Tota/NA Benzene 4.9 1.6 ug/m3 1 TO-15 Total/NA Carbon disulfide 25 6.2 ug/m3 1 TO-15 Total/NA Ethylbenzene 2.8 2.2 ug/m3 1 TO-15 Total/NA o-Xylene 2.3 2.2 ug/m3 1 TO-15 Total/NA Toluene 20 1.9 ug/m3 1 TO-15 Total/NA Trichloroethene 28 2.7 ug/m3 1 TO-15 Total/NA Tetrachloroethene-DL 1400 19 ug/m3 5.64 TO-15 Total/NA Client Sample ID: SV-7 5 Lab Sample ID: 570-9370-7 Analyte Result Qualifier RL Unit Dil Fac D Method Prep Type 2-Butanone 5.6 4.4 ug/m3 1 TO-15 Total/NA Acetone 15 4.8 ug/m3 1 TO-15 Total/NA Benzene 2.6 1.6 ug/m3 1 TO-15 Total/NA Toluene 3.5 1.9 ug/m3 1 TO-15 Total/NA Trichloroethene 67 2.7 ug/m3 1 TO-15 Total/NA Tetrachloroethene-DL 1500 19 ug/m3 5.52 TO-15 Total/NA Client Sample ID: SV-8 5 Lab Sample ID: 570-9370-8 Analyte Result Qualifier RL Unit Dil Fac D Method Prep Type 1,1,1-Trichloroethane 330 2.8 ug/m3 1.008 TO-15 Total/NA 1,1-Dichloroethane 76 2.0 ug/m3 1.008 TO-15 Total/NA 1,1-Dichloroethene 360 2.0 ug/m3 1.008 TO-15 Total/NA Acetone 8.1 4.8 ug/m3 1.008 TO-15 Total/NA Benzene 3.7 1.6 ug/m3 1.008 TO-15 Total/NA cis-1,2-Dichloroethene 4.6 2.0 ug/m3 1.008 TO-15 Total/NA Chloroform 21 2.5 ug/m3 1.008 TO-15 Total/NA Toluene 4.2 1.9 ug/m3 1.008 TO-15 Total/NA Trichloroethene-DL 5900 110 ug/m3 40 TO-15 Total/NA Tetrachloroethene-DL2 54000 690 ug/m3 203 TO-15 Total/NA Client Sample ID: AmbAir Lab Sample ID: 570-9370-9 Analyte Result Qualifier RL Unit Dil Fac D Method Prep Type Acetone 33 4.9 ug/m3 1.036 TO-15 Total/NA cis-1,2-Dichloroethene 5.7 2.1 ug/m3 1.036 TO-15 Total/NA Chloromethane 1.2 1.1 ug/m3 1.036 TO-15 Total/NA Isopropanol 15 13 ug/m3 1.036 TO-15 Total/NA Tetrachloroethene 17 3.5 ug/m3 1.036 TO-15 Total/NA Toluene 3.6 2.0 ug/m3 1.036 TO-15 Total/NA Trichloroethene 6.5 2.8 ug/m3 1.036 TO-15 Total/NA This Detection Summary does not include radiochemical test results. Eurofins Calscience LLC Page 6 of 49 10/13/2019 Client Sample Results Client: Avocet Environmental Inc Job ID: 570-9370-1 Project/Site: Former Tungsten Carbide Manufacturing SDG: (TCM) Facility / 1623.002 Method: TO-15 - Volatile Organic Compounds in Ambient Air Client Sample ID: SV-1_5 Lab Sample ID: 570-9370-1 Date Collected: 10/07/19 10:30 Matrix: Air Date Received: 10/07/19 13:05 Analyte Result Qualifier RL Unit D Prepared Analyzed Dil Fac 1,1,1-Trichloroethane ND 2.7 ug/m3 10/08/1920:26 1 1,1,2,2-Tetrachloroethane ND 6.9 ug/m3 10/08/1920:26 1 1,1,2-Trichloro-1,2,2-trifluoroethane ND 11 ug/m3 10/08/1920:26 1 1,1,2-Trichloroethane ND 2.7 ug/m3 10/08/1920:26 1 1,1-Dichloroethane ND 2.0 ug/m3 10/08/1920:26 1 1,1-Dichloroethene ND 2.0 ug/m3 10/08/1920:26 1 1,1-Difluoroethane ND 5.4 ug/m3 10/08/1920:26 1 1,2,4-Trichlorobenzene ND 15 ug/m3 10/08/1920:26 1 1,2,4-Trimethylbenzene ND 7.4 ug/m3 10/08/1920:26 1 1,2-Dibromo-3-Chloropropane ND 14 ug/m3 10/08/1920:26 1 1,2-Dibromoethane ND 3.8 ug/m3 10/08/1920:26 1 1,2-Dichlorobenzene ND 3.0 ug/m3 10/08/1920:26 1 1,2-Dichloroethane ND 2.0 ug/m3 10/08/1920:26 1 1,2-Dichloropropane ND 2.3 ug/m3 10/08/1920:26 1 1,3,5-Trimethylbenzene ND 2.5 ug/m3 10/08/1920:26 1 1,3-Dichlorobenzene ND 3.0 ug/m3 10/08/1920:26 1 1,4-Dichlorobenzene ND 3.0 ug/m3 10/08/1920:26 1 2-Butanone 12 4.4 ug/m3 10/08/19 20:26 1 2-Hexanone ND 6.1 ug/m3 10/08/19 20:26 1 4-Ethyltoluene ND 2.5 ug/m3 10/08/19 20:26 1 4-Methyl-2-pentanone ND 6.1 ug/m3 10/08/19 20:26 1 Acetone 14 4.8 ug/m3 10/08/19 20:26 1 Benzene 6.5 1.6 ug/m3 10/08/19 20:26 1 Benzyl chloride ND 7.8 ug/m3 10/08/19 20:26 1 Bromodi chlo ro methane ND 3.4 ug/m3 10/08/19 20:26 1 Bromoform ND 5.2 ug/m3 10/08/19 20:26 1 Bromomethane ND 1.9 ug/m3 10/08/19 20:26 1 cis-1,2-Dichloroethene ND 2.0 ug/m3 10/08/1920:26 1 cis-1,3-Dichloropropene ND 2.3 ug/m3 10/08/1920:26 1 Carbon disulfide 70 6.2 ug/m3 10/08/19 20:26 1 Carbon tetrachloride ND 3.1 ug/m3 10/08/19 20:26 1 Chlorobenzene ND 2.3 ug/m3 10/08/19 20:26 1 Chloroethane ND 1.3 ug/m3 10/08/19 20:26 1 Chloroform ND 2.4 ug/m3 10/08/19 20:26 1 Chloromethane ND 1.0 ug/m3 10/08/19 20:26 1 Dibromochloromethane ND 4.3 ug/m3 10/08/19 20:26 1 Dichlorodifluoromethane ND 2.5 ug/m3 10/08/19 20:26 1 Dichlorotetrafluoroethane ND 14 ug/m3 10/08/19 20:26 1 Ethylbenzene 4.4 2.2 ug/m3 10/08/19 20:26 1 Hexachloro-1,3-butadiene ND 16 ug/m3 10/08/1920:26 1 Isopropanol ND 12 ug/m3 10/08/19 20:26 1 Methylene Chloride ND 17 ug/m3 10/08/19 20:26 1 Methyl-t-Butyl Ether(MTBE) ND 7.2 ug/m3 10/08/19 20:26 1 n-Butylbenzene ND 8.2 ug/m3 10/08/19 20:26 1 o-Xylene 4.1 2.2 ug/m3 10/08/19 20:26 1 m,p-Xylene 11 8.7 ug/m3 10/08/19 20:26 1 sec-Butylbenzene ND 8.2 ug/m3 10/08/19 20:26 1 Styrene ND 6.4 ug/m3 10/08/19 20:26 1 trans-1,2-Dichloroethene ND 2.0 ug/m3 10/08/1920:26 1 Eurofins Calscience LLC Page 7 of 49 10/13/2019 Client Sample Results Client: Avocet Environmental Inc Job ID: 570-9370-1 Project/Site: Former Tungsten Carbide Manufacturing SDG: (TCM) Facility / 1623.002 Method: TO-15 - Volatile Organic Compounds in Ambient Air (Continued) Client Sample ID: SV-1_5 Lab Sample ID: 570-9370-1 Date Collected: 10/07/19 10:30 Matrix: Air Date Received: 10/07/19 13:05 Analyte Result Qualifier RL Unit D Prepared Analyzed Dil Fac trans-1,3-Dichloropropene ND 4.5 ug/m3 10/08/1920:26 1 tert-Butyl benzene ND 8.2 ug/m3 10/08/19 20:26 1 Tetrachloroethene 4.1 3.4 ug/m3 10/08/19 20:26 1 Toluene 48 1.9 ug/m3 10/08/19 20:26 1 Trichloroethene ND 2.7 ug/m3 10/08/19 20:26 1 Trichlorofluoromethane ND 5.6 ug/m3 10/08/19 20:26 1 Vinyl acetate ND 7.0 ug/m3 10/08/19 20:26 1 Vinyl chloride ND 1.3 ug/m3 10/08/19 20:26 1 Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac 1,2-Dichloroethane-d4(Surr) 100 67-133 10/08/19 20:26 1 4-Bromofluorobenzene(Surr) 101 68-134 10/08/19 20:26 1 Toluene-d8(Surr) 97 70-130 10/08/19 20:26 1 Client Sample ID: SV-2 5 Lab Sample ID: 570-9370-2 Date Collected: 10/07/19 12:20 Matrix: Air Date Received: 10/07/19 13:05 Analyte Result Qualifier RL Unit D Prepared Analyzed Dil Fac 1,1,1-Trichloroethane ND 2.7 ug/m3 10/08/1921:22 1 1,1,2,2-Tetrachloroethane ND 6.9 ug/m3 10/08/1921:22 1 1,1,2-Trichloro-1,2,2-trifluoroethane ND 11 ug/m3 10/08/1921:22 1 1,1,2-Trichloroethane ND 2.7 ug/m3 10/08/1921:22 1 1,1-Dichloroethane ND 2.0 ug/m3 10/08/1921:22 1 1,1-Dichloroethene ND 2.0 ug/m3 10/08/1921:22 1 1,1-Difluoroethane ND 5.4 ug/m3 10/08/1921:22 1 1,2,4-Trichlorobenzene ND 15 ug/m3 10/08/1921:22 1 1,2,4-Trimethylbenzene ND 7.4 ug/m3 10/08/1921:22 1 1,2-Dibromo-3-Chloropropane ND 14 ug/m3 10/08/1921:22 1 1,2-Dibromoethane ND 3.8 ug/m3 10/08/1921:22 1 1,2-Dichlorobenzene ND 3.0 ug/m3 10/08/1921:22 1 1,2-Dichloroethane ND 2.0 ug/m3 10/08/1921:22 1 1,2-Dichloropropane ND 2.3 ug/m3 10/08/1921:22 1 1,3,5-Trimethylbenzene ND 2.5 ug/m3 10/08/1921:22 1 1,3-Dichlorobenzene ND 3.0 ug/m3 10/08/1921:22 1 1,4-Dichlorobenzene ND 3.0 ug/m3 10/08/1921:22 1 2-Butanone 22 4.4 ug/m3 10/08/19 21:22 1 2-Hexanone ND 6.1 ug/m3 10/08/19 21:22 1 4-Ethyltoluene ND 2.5 ug/m3 10/08/19 21:22 1 4-Methyl-2-pentanone ND 6.1 ug/m3 10/08/19 21:22 1 Acetone 86 4.8 ug/m3 10/08/19 21:22 1 Benzene ND 1.6 ug/m3 10/08/19 21:22 1 Benzyl chloride ND 7.8 ug/m3 10/08/19 21:22 1 Bromodi chlo ro methane ND 3.4 ug/m3 10/08/19 21:22 1 Bromoform ND 5.2 ug/m3 10/08/19 21:22 1 Bromomethane ND 1.9 ug/m3 10/08/19 21:22 1 cis-1,2-Dichloroethene ND 2.0 ug/m3 10/08/1921:22 1 cis-1,3-Dichloropropene ND 2.3 ug/m3 10/08/1921:22 1 Carbon disulfide ND 6.2 ug/m3 10/08/19 21:22 1 Carbon tetrachloride ND 3.1 ug/m3 10/08/19 21:22 1 Chlorobenzene ND 2.3 ug/m3 10/08/19 21:22 1 Eurofins Calscience LLC Page 8 of 49 10/13/2019 Client Sample Results Client: Avocet Environmental Inc Job ID: 570-9370-1 Project/Site: Former Tungsten Carbide Manufacturing SDG: (TCM) Facility / 1623.002 Method: TO-15 - Volatile Organic Compounds in Ambient Air (Continued) Client Sample ID: SV-2_5 Lab Sample ID: 570-9370-2 Date Collected: 10/07/19 12:20 Matrix: Air Date Received: 10/07/19 13:05 Analyte Result Qualifier RL Unit D Prepared Analyzed Dil Fac Chloroethane ND 1.3 ug/m3 10/08/19 21:22 1 Chloroform ND 2.4 ug/m3 10/08/19 21:22 1 Chloromethane ND 1.0 ug/m3 10/08/19 21:22 1 Dibromochloromethane ND 4.3 ug/m3 10/08/19 21:22 1 Dichlorodifluoromethane ND 2.5 ug/m3 10/08/19 21:22 1 Dichlorotetrafluoroethane ND 14 ug/m3 10/08/19 21:22 1 Ethylbenzene ND 2.2 ug/m3 10/08/19 21:22 1 Hexachloro-1,3-butadiene ND 16 ug/m3 10/08/1921:22 1 Isopropanol ND 12 ug/m3 10/08/19 21:22 1 Methylene Chloride ND 17 ug/m3 10/08/19 21:22 1 Methyl-t-Butyl Ether(MTBE) ND 7.2 ug/m3 10/08/19 21:22 1 n-Butylbenzene ND 8.2 ug/m3 10/08/19 21:22 1 o-Xylene ND 2.2 ug/m3 10/08/19 21:22 1 m,p-Xylene ND 8.7 ug/m3 10/08/19 21:22 1 sec-Butylbenzene ND 8.2 ug/m3 10/08/19 21:22 1 Styrene ND 6.4 ug/m3 10/08/19 21:22 1 trans-1,2-Dichloroethene ND 2.0 ug/m3 10/08/1921:22 1 trans-1,3-Dichloropropene ND 4.5 ug/m3 10/08/1921:22 1 tert-Butyl benzene ND 8.2 ug/m3 10/08/19 21:22 1 Toluene 2.5 1.9 ug/m3 10/08/19 21:22 1 Trichloroethene 25 2.7 ug/m3 10/08/19 21:22 1 Trichlorofluoromethane ND 5.6 ug/m3 10/08/19 21:22 1 Vinyl acetate 11 7.0 ug/m3 10/08/19 21:22 1 Vinyl chloride ND 1.3 ug/m3 10/08/19 21:22 1 Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac 1,2-Dichloroethane-d4(Surr) 100 67-133 10/08/19 21:22 1 4-Bromofluorobenzene(Surr) 98 68-134 10/08/19 21:22 1 Toluene-d8(Surr) 95 70-130 10/08/19 21:22 1 Client Sample ID: SV-3_5 Lab Sample ID: 570-9370-3 Date Collected: 10/07/19 10:10 Matrix: Air Date Received: 10/07/19 13:05 Analyte Result Qualifier RL Unit D Prepared Analyzed Dil Fac 1,1,1-Trichloroethane 39 2.9 ug/m3 10/08/1922:36 1.064 1,1,2,2-Tetrachloroethane ND 7.3 ug/m3 10/08/1922:36 1.064 1,1,2-Trichloro-1,2,2-trifluoroethane ND 12 ug/m3 10/08/1922:36 1.064 1,1,2-Trichloroethane ND 2.9 ug/m3 10/08/1922:36 1.064 1,1-Dichloroethane ND 2.2 ug/m3 10/08/1922:36 1.064 1,1-Dichloroethene ND 2.1 ug/m3 10/08/1922:36 1.064 1,1-Difluoroethane ND 5.7 ug/m3 10/08/1922:36 1.064 1,2,4-Trichlorobenzene ND 16 ug/m3 10/08/1922:36 1.064 1,2,4-Trimethylbenzene ND 7.8 ug/m3 10/08/1922:36 1.064 1,2-Dibromo-3-Chloropropane ND 15 ug/m3 10/08/1922:36 1.064 1,2-Dibromoethane ND 4.1 ug/m3 10/08/1922:36 1.064 1,2-Dichlorobenzene ND 3.2 ug/m3 10/08/1922:36 1.064 1,2-Dichloroethane ND 2.2 ug/m3 10/08/1922:36 1.064 1,2-Dichloropropane ND 2.5 ug/m3 10/08/1922:36 1.064 1,3,5-Trimethylbenzene ND 2.6 ug/m3 10/08/1922:36 1.064 1,3-Dichlorobenzene ND 3.2 ug/m3 10/08/1922:36 1.064 Eurofins Calscience LLC Page 9 of 49 10/13/2019 Client Sample Results Client: Avocet Environmental Inc Job ID: 570-9370-1 Project/Site: Former Tungsten Carbide Manufacturing SDG: (TCM) Facility / 1623.002 Method: TO-15 - Volatile Organic Compounds in Ambient Air (Continued) Client Sample ID: SV-3_5 Lab Sample ID: 570-9370-3 Date Collected: 10/07/19 10:10 Matrix: Air Date Received: 10/07/19 13:05 Analyte Result Qualifier RL Unit D Prepared Analyzed Dil Fac 1,4-Dichlorobenzene ND 3.2 ug/m3 10/08/1922:36 1.064 2-Butanone 10 4.7 ug/m3 10/08/19 22:36 1.064 2-Hexanone ND 6.5 ug/m3 10/08/19 22:36 1.064 4-Ethyltoluene ND 2.6 ug/m3 10/08/19 22:36 1.064 4-Methyl-2-pentanone ND 6.5 ug/m3 10/08/19 22:36 1.064 Acetone 15 5.1 ug/m3 10/08/19 22:36 1.064 Benzene ND 1.7 ug/m3 10/08/19 22:36 1.064 Benzyl chloride ND 8.3 ug/m3 10/08/19 22:36 1.064 Bromodi chlo ro methane ND 3.6 ug/m3 10/08/19 22:36 1.064 Bromoform ND 5.5 ug/m3 10/08/19 22:36 1.064 Bromomethane ND 2.1 ug/m3 10/08/19 22:36 1.064 cis-1,2-Dichloroethene ND 2.1 ug/m3 10/08/1922:36 1.064 cis-1,3-Dichloropropene ND 2.4 ug/m3 10/08/1922:36 1.064 Carbon disulfide ND 6.6 ug/m3 10/08/19 22:36 1.064 Carbon tetrachloride ND 3.3 ug/m3 10/08/19 22:36 1.064 Chlorobenzene ND 2.4 ug/m3 10/08/19 22:36 1.064 Chloroethane ND 1.4 ug/m3 10/08/19 22:36 1.064 Chloroform ND 2.6 ug/m3 10/08/19 22:36 1.064 Chloromethane ND 1.1 ug/m3 10/08/19 22:36 1.064 Dibromochloromethane ND 4.5 ug/m3 10/08/19 22:36 1.064 Dichlorodifluoromethane ND 2.6 ug/m3 10/08/19 22:36 1.064 Dichlorotetrafluoroethane ND 15 ug/m3 10/08/19 22:36 1.064 Ethylbenzene ND 2.3 ug/m3 10/08/19 22:36 1.064 Hexachloro-1,3-butadiene ND 17 ug/m3 10/08/1922:36 1.064 Isopropanol ND 13 ug/m3 10/08/19 22:36 1.064 Methylene Chloride ND 18 ug/m3 10/08/19 22:36 1.064 Methyl-t-Butyl Ether(MTBE) ND 7.7 ug/m3 10/08/19 22:36 1.064 n-Butylbenzene ND 8.8 ug/m3 10/08/19 22:36 1.064 o-Xylene ND 2.3 ug/m3 10/08/19 22:36 1.064 m,p-Xylene ND 9.2 ug/m3 10/08/19 22:36 1.064 sec-Butylbenzene ND 8.8 ug/m3 10/08/19 22:36 1.064 Styrene ND 6.8 ug/m3 10/08/19 22:36 1.064 trans-1,2-Dichloroethene ND 2.1 ug/m3 10/08/1922:36 1.064 trans-1,3-Dichloropropene ND 4.8 ug/m3 10/08/1922:36 1.064 tert-Butyl benzene ND 8.8 ug/m3 10/08/19 22:36 1.064 Tetrachloroethene ND 3.6 ug/m3 10/08/19 22:36 1.064 Toluene 2.7 2.0 ug/m3 10/08/19 22:36 1.064 Trichloroethene ND 2.9 ug/m3 10/08/19 22:36 1.064 Trichlorofluoromethane ND 6.0 ug/m3 10/08/19 22:36 1.064 Vinyl acetate ND 7.5 ug/m3 10/08/19 22:36 1.064 Vinyl chloride ND 1.4 ug/m3 10/08/19 22:36 1.064 Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac 1,2-Dichloroethane-d4(Surr) 101 67-133 10/08/19 22:36 1.064 4-Bromofluorobenzene(Surr) 99 68-134 10/08/19 22:36 1.064 Toluene-d8(Surr) 96 70-130 10/08/19 22:36 1.064 Eurofins Calscience LLC Page 10 of 49 10/13/2019 Client Sample Results Client: Avocet Environmental Inc Job ID: 570-9370-1 Project/Site: Former Tungsten Carbide Manufacturing SDG: (TCM) Facility / 1623.002 Method: TO-15 - Volatile Organic Compounds in Ambient Air Client Sample ID: SV-4_5 Lab Sample ID: 570-9370-4 Date Collected: 10/07/19 09:50 Matrix: Air Date Received: 10/07/19 13:05 Analyte Result Qualifier RL Unit D Prepared Analyzed Dil Fac 1,1,1-Trichloroethane ND 2.9 ug/m3 10/08/1923:50 1.05 1,1,2,2-Tetrachloroethane ND 7.2 ug/m3 10/08/1923:50 1.05 1,1,2-Trichloro-1,2,2-trifluoroethane ND 12 ug/m3 10/08/1923:50 1.05 1,1,2-Trichloroethane ND 2.9 ug/m3 10/08/1923:50 1.05 1,1-Dichloroethane ND 2.1 ug/m3 10/08/1923:50 1.05 1,1-Dichloroethene ND 2.1 ug/m3 10/08/1923:50 1.05 1,1-Difluoroethane ND 5.7 ug/m3 10/08/1923:50 1.05 1,2,4-Trichlorobenzene ND 16 ug/m3 10/08/1923:50 1.05 1,2,4-Trimethylbenzene ND 7.7 ug/m3 10/08/1923:50 1.05 1,2-Dibromo-3-Chloropropane ND 15 ug/m3 10/08/1923:50 1.05 1,2-Dibromoethane ND 4.0 ug/m3 10/08/1923:50 1.05 1,2-Dichlorobenzene ND 3.2 ug/m3 10/08/1923:50 1.05 1,2-Dichloroethane ND 2.1 ug/m3 10/08/1923:50 1.05 1,2-Dichloropropane ND 2.4 ug/m3 10/08/1923:50 1.05 1,3,5-Trimethylbenzene ND 2.6 ug/m3 10/08/1923:50 1.05 1,3-Dichlorobenzene ND 3.2 ug/m3 10/08/1923:50 1.05 1,4-Dichlorobenzene ND 3.2 ug/m3 10/08/1923:50 1.05 2-Butanone 7.7 4.6 ug/m3 10/08/19 23:50 1.05 2-Hexanone ND 6.5 ug/m3 10/08/19 23:50 1.05 4-Ethyltoluene ND 2.6 ug/m3 10/08/19 23:50 1.05 4-Methyl-2-pentanone ND 6.5 ug/m3 10/08/19 23:50 1.05 Acetone 13 5.0 ug/m3 10/08/19 23:50 1.05 Benzene 2.0 1.7 ug/m3 10/08/19 23:50 1.05 Benzyl chloride ND 8.2 ug/m3 10/08/19 23:50 1.05 Bromodi chlo ro methane ND 3.5 ug/m3 10/08/19 23:50 1.05 Bromoform ND 5.4 ug/m3 10/08/19 23:50 1.05 Bromomethane ND 2.0 ug/m3 10/08/19 23:50 1.05 cis-1,2-Dichloroethene ND 2.1 ug/m3 10/08/1923:50 1.05 cis-1,3-Dichloropropene ND 2.4 ug/m3 10/08/1923:50 1.05 Carbon disulfide 32 6.5 ug/m3 10/08/19 23:50 1.05 Carbon tetrachloride ND 3.3 ug/m3 10/08/19 23:50 1.05 Chlorobenzene ND 2.4 ug/m3 10/08/19 23:50 1.05 Chloroethane ND 1.4 ug/m3 10/08/19 23:50 1.05 Chloroform ND 2.6 ug/m3 10/08/19 23:50 1.05 Chloromethane ND 1.1 ug/m3 10/08/19 23:50 1.05 Dibromochloromethane ND 4.5 ug/m3 10/08/19 23:50 1.05 Dichlorodifluoromethane ND 2.6 ug/m3 10/08/19 23:50 1.05 Dichlorotetrafluoroethane ND 15 ug/m3 10/08/19 23:50 1.05 Ethylbenzene 2.5 2.3 ug/m3 10/08/19 23:50 1.05 Hexachloro-1,3-butadiene ND 17 ug/m3 10/08/1923:50 1.05 Isopropanol ND 13 ug/m3 10/08/19 23:50 1.05 Methylene Chloride ND 18 ug/m3 10/08/19 23:50 1.05 Methyl-t-Butyl Ether(MTBE) ND 7.6 ug/m3 10/08/19 23:50 1.05 n-Butylbenzene ND 8.6 ug/m3 10/08/19 23:50 1.05 o-Xylene 3.4 2.3 ug/m3 10/08/19 23:50 1.05 m,p-Xylene ND 9.1 ug/m3 10/08/19 23:50 1.05 sec-Butylbenzene ND 8.6 ug/m3 10/08/19 23:50 1.05 Styrene ND 6.7 ug/m3 10/08/19 23:50 1.05 trans-1,2-Dichloroethene ND 2.1 ug/m3 10/08/1923:50 1.05 Eurofins Calscience LLC Page 11 of 49 10/13/2019 Client Sample Results Client: Avocet Environmental Inc Job ID: 570-9370-1 Project/Site: Former Tungsten Carbide Manufacturing SDG: (TCM) Facility / 1623.002 Method: TO-15 - Volatile Organic Compounds in Ambient Air (Continued) Client Sample ID: SV-4_5 Lab Sample ID: 570-9370-4 Date Collected: 10/07/19 09:50 Matrix: Air Date Received: 10/07/19 13:05 Analyte Result Qualifier RL Unit D Prepared Analyzed Dil Fac trans-1,3-Dichloropropene ND 4.8 ug/m3 10/08/1923:50 1.05 tert-Butyl benzene ND 8.6 ug/m3 10/08/19 23:50 1.05 Tetrachloroethene 4.1 3.6 ug/m3 10/08/19 23:50 1.05 Toluene 18 2.0 ug/m3 10/08/19 23:50 1.05 Trichloroethene ND 2.8 ug/m3 10/08/19 23:50 1.05 Trichlorofluoromethane ND 5.9 ug/m3 10/08/19 23:50 1.05 Vinyl acetate ND 7.4 ug/m3 10/08/19 23:50 1.05 Vinyl chloride ND 1.3 ug/m3 10/08/19 23:50 1.05 Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac 1,2-Dichloroethane-d4(Surr) 100 67-133 10/08/19 23:50 1.05 4-Bromofluorobenzene(Surr) 99 68-134 10/08/19 23:50 1.05 Toluene-d8(Surr) 96 70-130 10/08/19 23:50 1.05 Client Sample ID: SV-5 5 Lab Sample ID: 570-9370-5 Date Collected: 10/07/19 10:50 Matrix: Air Date Received: 10/07/19 13:05 Analyte Result Qualifier RL Unit D Prepared Analyzed Dil Fac 1,1,1-Trichloroethane ND 2.7 ug/m3 10/09/19 00:52 1 1,1,2,2-Tetrachloroethane ND 6.9 ug/m3 10/09/19 00:52 1 1,1,2-Trichloro-1,2,2-trifluoroethane ND 11 ug/m3 10/09/1900:52 1 1,1,2-Trichloroethane ND 2.7 ug/m3 10/09/19 00:52 1 1,1-Dichloroethane ND 2.0 ug/m3 10/09/19 00:52 1 1,1-Dichloroethene ND 2.0 ug/m3 10/09/19 00:52 1 1,1-Difluoroethane ND 5.4 ug/m3 10/09/19 00:52 1 1,2,4-Trichlorobenzene ND 15 ug/m3 10/09/19 00:52 1 1,2,4-Trimethylbenzene ND 7.4 ug/m3 10/09/19 00:52 1 1,2-Dibromo-3-Chloropropane ND 14 ug/m3 10/09/19 00:52 1 1,2-Dibromoethane ND 3.8 ug/m3 10/09/19 00:52 1 1,2-Dichlorobenzene ND 3.0 ug/m3 10/09/19 00:52 1 1,2-Dichloroethane ND 2.0 ug/m3 10/09/19 00:52 1 1,2-Dichloropropane ND 2.3 ug/m3 10/09/19 00:52 1 1,3,5-Trimethylbenzene ND 2.5 ug/m3 10/09/19 00:52 1 1,3-Dichlorobenzene ND 3.0 ug/m3 10/09/19 00:52 1 1,4-Dichlorobenzene ND 3.0 ug/m3 10/09/19 00:52 1 2-Butanone 9.8 4.4 ug/m3 10/09/19 00:52 1 2-Hexanone ND 6.1 ug/m3 10/09/19 00:52 1 4-Ethyltoluene ND 2.5 ug/m3 10/09/19 00:52 1 4-Methyl-2-pentanone ND 6.1 ug/m3 10/09/19 00:52 1 Acetone 26 4.8 ug/m3 10/09/19 00:52 1 Benzene 3.5 1.6 ug/m3 10/09/19 00:52 1 Benzyl chloride ND 7.8 ug/m3 10/09/19 00:52 1 Bromodi chlo ro methane ND 3.4 ug/m3 10/09/19 00:52 1 Bromoform ND 5.2 ug/m3 10/09/19 00:52 1 Bromomethane ND 1.9 ug/m3 10/09/19 00:52 1 cis-1,2-Dichloroethene ND 2.0 ug/m3 10/09/19 00:52 1 cis-1,3-Dichloropropene ND 2.3 ug/m3 10/09/19 00:52 1 Carbon disulfide 12 6.2 ug/m3 10/09/19 00:52 1 Carbon tetrachloride ND 3.1 ug/m3 10/09/19 00:52 1 Chlorobenzene ND 2.3 ug/m3 10/09/19 00:52 1 Eurofins Calscience LLC Page 12 of 49 10/13/2019 Client Sample Results Client: Avocet Environmental Inc Job ID: 570-9370-1 Project/Site: Former Tungsten Carbide Manufacturing SDG: (TCM) Facility / 1623.002 Method: TO-15 - Volatile Organic Compounds in Ambient Air (Continued) Client Sample ID: SV-5_5 Lab Sample ID: 570-9370-5 Date Collected: 10/07/19 10:50 Matrix: Air Date Received: 10/07/19 13:05 Analyte Result Qualifier RL Unit D Prepared Analyzed Dil Fac Chloroethane ND 1.3 ug/m3 10/09/19 00:52 1 Chloroform ND 2.4 ug/m3 10/09/19 00:52 1 Chloromethane ND 1.0 ug/m3 10/09/19 00:52 1 Dibromochloromethane ND 4.3 ug/m3 10/09/19 00:52 1 Dichlorodifluoromethane ND 2.5 ug/m3 10/09/19 00:52 1 Dichlorotetrafluoroethane ND 14 ug/m3 10/09/19 00:52 1 Ethylbenzene 3.0 2.2 ug/m3 10/09/19 00:52 1 Hexachloro-1,3-butadiene ND 16 ug/m3 10/09/19 00:52 1 Isopropanol ND 12 ug/m3 10/09/19 00:52 1 Methylene Chloride ND 17 ug/m3 10/09/19 00:52 1 Methyl-t-Butyl Ether(MTBE) ND 7.2 ug/m3 10/09/19 00:52 1 n-Butylbenzene ND 8.2 ug/m3 10/09/19 00:52 1 o-Xylene 3.1 2.2 ug/m3 10/09/19 00:52 1 m,p-Xylene ND 8.7 ug/m3 10/09/19 00:52 1 sec-Butylbenzene ND 8.2 ug/m3 10/09/19 00:52 1 Styrene ND 6.4 ug/m3 10/09/19 00:52 1 trans-1,2-Dichloroethene ND 2.0 ug/m3 10/09/1900:52 1 trans-1,3-Dichloropropene ND 4.5 ug/m3 10/09/1900:52 1 tert-Butyl benzene ND 8.2 ug/m3 10/09/19 00:52 1 Tetrachloroethene ND 3.4 ug/m3 10/09/19 00:52 1 Toluene 21 1.9 ug/m3 10/09/19 00:52 1 Trichloroethene ND 2.7 ug/m3 10/09/19 00:52 1 Trichlorofluoromethane ND 5.6 ug/m3 10/09/19 00:52 1 Vinyl acetate ND 7.0 ug/m3 10/09/19 00:52 1 Vinyl chloride ND 1.3 ug/m3 10/09/19 00:52 1 Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac 1,2-Dichloroethane-d4(Surr) 100 67-133 10/09/19 00:52 1 4-Bromofluorobenzene(Surr) 100 68-134 10/09/19 00:52 1 Toluene-d8(Surr) 95 70-130 10/09/19 00:52 1 Client Sample ID: SV-6_5 Lab Sample ID: 570-9370-6 Date Collected: 10/07/19 11:15 Matrix: Air Date Received: 10/07/19 13:05 Analyte Result Qualifier RL Unit D Prepared Analyzed Dil Fac 1,1,1-Trichloroethane 10 2.7 ug/m3 10/09/19 02:06 1 1,1,2,2-Tetrachloroethane ND 6.9 ug/m3 10/09/19 02:06 1 1,1,2-Trichloro-1,2,2-trifluoroethane ND 11 ug/m3 10/09/1902:06 1 1,1,2-Trichloroethane ND 2.7 ug/m3 10/09/19 02:06 1 1,1-Dichloroethane ND 2.0 ug/m3 10/09/19 02:06 1 1,1-Dichloroethene ND 2.0 ug/m3 10/09/19 02:06 1 1,1-Difluoroethane ND 5.4 ug/m3 10/09/19 02:06 1 1,2,4-Trichlorobenzene ND 15 ug/m3 10/09/19 02:06 1 1,2,4-Trimethylbenzene ND 7.4 ug/m3 10/09/19 02:06 1 1,2-Dibromo-3-Chloropropane ND 14 ug/m3 10/09/19 02:06 1 1,2-Dibromoethane ND 3.8 ug/m3 10/09/19 02:06 1 1,2-Dichlorobenzene ND 3.0 ug/m3 10/09/19 02:06 1 1,2-Dichloroethane ND 2.0 ug/m3 10/09/19 02:06 1 1,2-Dichloropropane ND 2.3 ug/m3 10/09/19 02:06 1 1,3,5-Trimethylbenzene ND 2.5 ug/m3 10/09/19 02:06 1 Eurofins Calscience LLC Page 13 of 49 10/13/2019 Client Sample Results Client: Avocet Environmental Inc Job ID: 570-9370-1 Project/Site: Former Tungsten Carbide Manufacturing SDG: (TCM) Facility / 1623.002 Method: TO-15 - Volatile Organic Compounds in Ambient Air (Continued) Client Sample ID: SV-6_5 Lab Sample ID: 570-9370-6 Date Collected: 10/07/19 11:15 Matrix: Air Date Received: 10/07/19 13:05 Analyte Result Qualifier RL Unit D Prepared Analyzed Dil Fac 1,3-Dichlorobenzene ND 3.0 ug/m3 10/09/19 02:06 1 1,4-Dichlorobenzene ND 3.0 ug/m3 10/09/19 02:06 1 2-Butanone ND 4.4 ug/m3 10/09/19 02:06 1 2-Hexanone ND 6.1 ug/m3 10/09/19 02:06 1 4-Ethyltoluene ND 2.5 ug/m3 10/09/19 02:06 1 4-Methyl-2-pentanone ND 6.1 ug/m3 10/09/19 02:06 1 Acetone 8.5 4.8 ug/m3 10/09/19 02:06 1 Benzene 4.9 1.6 ug/m3 10/09/19 02:06 1 Benzyl chloride ND 7.8 ug/m3 10/09/19 02:06 1 Bromodi chlo ro methane ND 3.4 ug/m3 10/09/19 02:06 1 Bromoform ND 5.2 ug/m3 10/09/19 02:06 1 Bromomethane ND 1.9 ug/m3 10/09/19 02:06 1 cis-1,2-Dichloroethene ND 2.0 ug/m3 10/09/19 02:06 1 cis-1,3-Dichloropropene ND 2.3 ug/m3 10/09/19 02:06 1 Carbon disulfide 25 6.2 ug/m3 10/09/19 02:06 1 Carbon tetrachloride ND 3.1 ug/m3 10/09/19 02:06 1 Chlorobenzene ND 2.3 ug/m3 10/09/19 02:06 1 Chloroethane ND 1.3 ug/m3 10/09/19 02:06 1 Chloroform ND 2.4 ug/m3 10/09/19 02:06 1 Chloromethane ND 1.0 ug/m3 10/09/19 02:06 1 Dibromochloromethane ND 4.3 ug/m3 10/09/19 02:06 1 Dichlorodifluoromethane ND 2.5 ug/m3 10/09/19 02:06 1 Dichlorotetrafluoroethane ND 14 ug/m3 10/09/19 02:06 1 Ethylbenzene 2.8 2.2 ug/m3 10/09/19 02:06 1 Hexachloro-1,3-butadiene ND 16 ug/m3 10/09/19 02:06 1 Isopropanol ND 12 ug/m3 10/09/19 02:06 1 Methylene Chloride ND 17 ug/m3 10/09/19 02:06 1 Methyl-t-Butyl Ether(MTBE) ND 7.2 ug/m3 10/09/19 02:06 1 n-Butylbenzene ND 8.2 ug/m3 10/09/19 02:06 1 o-Xylene 2.3 2.2 ug/m3 10/09/19 02:06 1 m,p-Xylene ND 8.7 ug/m3 10/09/19 02:06 1 sec-Butylbenzene ND 8.2 ug/m3 10/09/19 02:06 1 Styrene ND 6.4 ug/m3 10/09/19 02:06 1 trans-1,2-Dichloroethene ND 2.0 ug/m3 10/09/1902:06 1 trans-1,3-Dichloropropene ND 4.5 ug/m3 10/09/1902:06 1 tert-Butyl benzene ND 8.2 ug/m3 10/09/19 02:06 1 Toluene 20 1.9 ug/m3 10/09/19 02:06 1 Trichloroethene 28 2.7 ug/m3 10/09/19 02:06 1 Trichlorofluoromethane ND 5.6 ug/m3 10/09/19 02:06 1 Vinyl acetate ND 7.0 ug/m3 10/09/19 02:06 1 Vinyl chloride ND 1.3 ug/m3 10/09/19 02:06 1 Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac 1,2-Dichloroethane-d4(Surr) 101 67-133 10/09/19 02:06 1 4-Bromofluorobenzene(Surr) 102 68-134 10/09/19 02:06 1 Toluene-d8(Surr) 96 70-130 10/09/19 02:06 1 Eurofins Calscience LLC Page 14 of 49 10/13/2019 Client Sample Results Client: Avocet Environmental Inc Job ID: 570-9370-1 Project/Site: Former Tungsten Carbide Manufacturing SDG: (TCM) Facility / 1623.002 Method: TO-15 - Volatile Organic Compounds in Ambient Air Client Sample ID: SV-7_5 Lab Sample ID: 570-9370-7 Date Collected: 10/07/19 11:55 Matrix: Air Date Received: 10/07/19 13:05 Analyte Result Qualifier RL Unit D Prepared Analyzed Dil Fac 1,1,1-Trichloroethane ND 2.7 ug/m3 10/09/19 03:05 1 1,1,2,2-Tetrachloroethane ND 6.9 ug/m3 10/09/19 03:05 1 1,1,2-Trichloro-1,2,2-trifluoroethane ND 11 ug/m3 10/09/1903:05 1 1,1,2-Trichloroethane ND 2.7 ug/m3 10/09/19 03:05 1 1,1-Dichloroethane ND 2.0 ug/m3 10/09/19 03:05 1 1,1-Dichloroethene ND 2.0 ug/m3 10/09/19 03:05 1 1,1-Difluoroethane ND 5.4 ug/m3 10/09/19 03:05 1 1,2,4-Trichlorobenzene ND 15 ug/m3 10/09/19 03:05 1 1,2,4-Trimethylbenzene ND 7.4 ug/m3 10/09/19 03:05 1 1,2-Dibromo-3-Chloropropane ND 14 ug/m3 10/09/19 03:05 1 1,2-Dibromoethane ND 3.8 ug/m3 10/09/19 03:05 1 1,2-Dichlorobenzene ND 3.0 ug/m3 10/09/19 03:05 1 1,2-Dichloroethane ND 2.0 ug/m3 10/09/19 03:05 1 1,2-Dichloropropane ND 2.3 ug/m3 10/09/19 03:05 1 1,3,5-Trimethylbenzene ND 2.5 ug/m3 10/09/19 03:05 1 1,3-Dichlorobenzene ND 3.0 ug/m3 10/09/19 03:05 1 1,4-Dichlorobenzene ND 3.0 ug/m3 10/09/19 03:05 1 2-Butanone 5.6 4.4 ug/m3 10/09/19 03:05 1 2-Hexanone ND 6.1 ug/m3 10/09/19 03:05 1 4-Ethyltoluene ND 2.5 ug/m3 10/09/19 03:05 1 4-Methyl-2-pentanone ND 6.1 ug/m3 10/09/19 03:05 1 Acetone 15 4.8 ug/m3 10/09/19 03:05 1 Benzene 2.6 1.6 ug/m3 10/09/19 03:05 1 Benzyl chloride ND 7.8 ug/m3 10/09/19 03:05 1 Bromodi chlo ro methane ND 3.4 ug/m3 10/09/19 03:05 1 Bromoform ND 5.2 ug/m3 10/09/19 03:05 1 Bromomethane ND 1.9 ug/m3 10/09/19 03:05 1 cis-1,2-Dichloroethene ND 2.0 ug/m3 10/09/19 03:05 1 cis-1,3-Dichloropropene ND 2.3 ug/m3 10/09/19 03:05 1 Carbon disulfide ND 6.2 ug/m3 10/09/19 03:05 1 Carbon tetrachloride ND 3.1 ug/m3 10/09/19 03:05 1 Chlorobenzene ND 2.3 ug/m3 10/09/19 03:05 1 Chloroethane ND 1.3 ug/m3 10/09/19 03:05 1 Chloroform ND 2.4 ug/m3 10/09/19 03:05 1 Chloromethane ND 1.0 ug/m3 10/09/19 03:05 1 Dibromochloromethane ND 4.3 ug/m3 10/09/19 03:05 1 Dichlorodifluoromethane ND 2.5 ug/m3 10/09/19 03:05 1 Dichlorotetrafluoroethane ND 14 ug/m3 10/09/19 03:05 1 Ethylbenzene ND 2.2 ug/m3 10/09/19 03:05 1 Hexachloro-1,3-butadiene ND 16 ug/m3 10/09/19 03:05 1 Isopropanol ND 12 ug/m3 10/09/19 03:05 1 Methylene Chloride ND 17 ug/m3 10/09/19 03:05 1 Methyl-t-Butyl Ether(MTBE) ND 7.2 ug/m3 10/09/19 03:05 1 n-Butylbenzene ND 8.2 ug/m3 10/09/19 03:05 1 o-Xylene ND 2.2 ug/m3 10/09/19 03:05 1 m,p-Xylene ND 8.7 ug/m3 10/09/19 03:05 1 sec-Butylbenzene ND 8.2 ug/m3 10/09/19 03:05 1 Styrene ND 6.4 ug/m3 10/09/19 03:05 1 trans-1,2-Dichloroethene ND 2.0 ug/m3 10/09/1903:05 1 Eurofins Calscience LLC Page 15 of 49 10/13/2019 Client Sample Results Client: Avocet Environmental Inc Job ID: 570-9370-1 Project/Site: Former Tungsten Carbide Manufacturing SDG: (TCM) Facility / 1623.002 Method: TO-15 - Volatile Organic Compounds in Ambient Air (Continued) Client Sample ID: SV-7_5 Lab Sample ID: 570-9370-7 Date Collected: 10/07/19 11:55 Matrix: Air Date Received: 10/07/19 13:05 Analyte Result Qualifier RL Unit D Prepared Analyzed Dil Fac trans-1,3-Dichloropropene ND 4.5 ug/m3 10/09/1903:05 1 tert-Butyl benzene ND 8.2 ug/m3 10/09/19 03:05 1 Toluene 3.5 1.9 ug/m3 10/09/19 03:05 1 Trichloroethene 67 2.7 ug/m3 10/09/19 03:05 1 Trichlorofluoromethane ND 5.6 ug/m3 10/09/19 03:05 1 Vinyl acetate ND 7.0 ug/m3 10/09/19 03:05 1 Vinyl chloride ND 1.3 ug/m3 10/09/19 03:05 1 Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac 1,2-Dichloroethane-d4(Surr) 101 67-133 10/09/19 03:05 1 4-Bromofluorobenzene(Surr) 101 68-134 10/09/19 03:05 1 Toluene-d8(Surr) 97 70-130 10/09/19 03:05 1 Client Sample ID: SV-8 5 Lab Sample ID: 570-9370-8 Date Collected: 10/07/19 11:40 Matrix: Air Date Received: 10/07/19 13:05 Analyte Result Qualifier RL Unit D Prepared Analyzed Dil Fac 1,1,1-Trichloroethane 330 2.8 ug/m3 10/09/19 04:18 1.008 1,1,2,2-Tetrachloroethane ND 6.9 ug/m3 10/09/19 04:18 1.008 1,1,2-Trichloro-1,2,2-trifluoroethane ND 12 ug/m3 10/09/1904:18 1.008 1,1,2-Trichloroethane ND 2.8 ug/m3 10/09/19 04:18 1.008 1,1-Dichloroethane 76 2.0 ug/m3 10/09/19 04:18 1.008 1,1-Dichloroethene 360 2.0 ug/m3 10/09/19 04:18 1.008 1,1-Difluoroethane ND 5.4 ug/m3 10/09/19 04:18 1.008 1,2,4-Trichlorobenzene ND 15 ug/m3 10/09/19 04:18 1.008 1,2,4-Trimethylbenzene ND 7.4 ug/m3 10/09/19 04:18 1.008 1,2-Dibromo-3-Chloropropane ND 15 ug/m3 10/09/19 04:18 1.008 1,2-Dibromoethane ND 3.9 ug/m3 10/09/19 04:18 1.008 1,2-Dichlorobenzene ND 3.0 ug/m3 10/09/19 04:18 1.008 1,2-Dichloroethane ND 2.0 ug/m3 10/09/19 04:18 1.008 1,2-Dichloropropane ND 2.3 ug/m3 10/09/19 04:18 1.008 1,3,5-Trimethylbenzene ND 2.5 ug/m3 10/09/19 04:18 1.008 1,3-Dichlorobenzene ND 3.0 ug/m3 10/09/19 04:18 1.008 1,4-Dichlorobenzene ND 3.0 ug/m3 10/09/19 04:18 1.008 2-Butanone ND 4.5 ug/m3 10/09/19 04:18 1.008 2-Hexanone ND 6.2 ug/m3 10/09/19 04:18 1.008 4-Ethyltoluene ND 2.5 ug/m3 10/09/19 04:18 1.008 4-Methyl-2-pentanone ND 6.2 ug/m3 10/09/19 04:18 1.008 Acetone 8.1 4.8 ug/m3 10/09/19 04:18 1.008 Benzene 3.7 1.6 ug/m3 10/09/19 04:18 1.008 Benzyl chloride ND 7.8 ug/m3 10/09/19 04:18 1.008 Bromodi chlo ro methane ND 3.4 ug/m3 10/09/19 04:18 1.008 Bromoform ND 5.2 ug/m3 10/09/19 04:18 1.008 Bromomethane ND 2.0 ug/m3 10/09/19 04:18 1.008 cis-1,2-Dichloroethene 4.6 2.0 ug/m3 10/09/19 04:18 1.008 cis-1,3-Dichloropropene ND 2.3 ug/m3 10/09/19 04:18 1.008 Carbon disulfide ND 6.3 ug/m3 10/09/19 04:18 1.008 Carbon tetrachloride ND 3.2 ug/m3 10/09/19 04:18 1.008 Chlorobenzene ND 2.3 ug/m3 10/09/19 04:18 1.008 Chloroethane ND 1.3 ug/m3 10/09/19 04:18 1.008 Eurofins Calscience LLC Page 16 of 49 10/13/2019 Client Sample Results Client: Avocet Environmental Inc Job ID: 570-9370-1 Project/Site: Former Tungsten Carbide Manufacturing SDG: (TCM) Facility / 1623.002 Method: TO-15 - Volatile Organic Compounds in Ambient Air (Continued) Client Sample ID: SV-8_5 Lab Sample ID: 570-9370-8 Date Collected: 10/07/19 11:40 Matrix: Air Date Received: 10/07/19 13:05 Analyte Result Qualifier RL Unit D Prepared Analyzed Dil Fac Chloroform 21 2.5 ug/m3 10/09/19 04:18 1.008 Chloromethane ND 1.0 ug/m3 10/09/19 04:18 1.008 Dibromochloromethane ND 4.3 ug/m3 10/09/19 04:18 1.008 Dichlorodifluoromethane ND 2.5 ug/m3 10/09/19 04:18 1.008 Dichlorotetrafluoroethane ND 14 ug/m3 10/09/19 04:18 1.008 Ethylbenzene ND 2.2 ug/m3 10/09/19 04:18 1.008 Hexachloro-1,3-butadiene ND 16 ug/m3 10/09/19 04:18 1.008 Isopropanol ND 12 ug/m3 10/09/19 04:18 1.008 Methylene Chloride ND 18 ug/m3 10/09/19 04:18 1.008 Methyl-t-Butyl Ether(MTBE) ND 7.3 ug/m3 10/09/19 04:18 1.008 n-Butylbenzene ND 8.3 ug/m3 10/09/19 04:18 1.008 o-Xylene ND 2.2 ug/m3 10/09/19 04:18 1.008 m,p-Xylene ND 8.8 ug/m3 10/09/19 04:18 1.008 sec-Butylbenzene ND 8.3 ug/m3 10/09/19 04:18 1.008 Styrene ND 6.4 ug/m3 10/09/19 04:18 1.008 trans-1,2-Dichloroethene ND 2.0 ug/m3 10/09/1904:18 1.008 trans-1,3-Dichloropropene ND 4.6 ug/m3 10/09/1904:18 1.008 tert-Butyl benzene ND 8.3 ug/m3 10/09/19 04:18 1.008 Toluene 4.2 1.9 ug/m3 10/09/19 04:18 1.008 Trichlorofluoromethane ND 5.7 ug/m3 10/09/19 04:18 1.008 Vinyl acetate ND 7.1 ug/m3 10/09/19 04:18 1.008 Vinyl chloride ND 1.3 ug/m3 10/09/19 04:18 1.008 Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac 1,2-Dichloroethane-d4(Surr) 101 67-133 10/09/19 04:18 1.008 4-Bromofluorobenzene(Surr) 108 68-134 10/09/19 04:18 1.008 Toluene-d8(Surr) 98 70-130 10/09/19 04:18 1.008 Client Sample ID: AmbAir Lab Sample ID: 570-9370-9 Date Collected: 10/07/19 12:10 Matrix: Air Date Received: 10/07/19 13:05 Analyte Result Qualifier RL Unit D Prepared Analyzed Dil Fac 1,1,1-Trichloroethane ND 2.8 ug/m3 10/08/1919:26 1.036 1,1,2,2-Tetrachloroethane ND 7.1 ug/m3 10/08/1919:26 1.036 1,1,2-Trichloro-1,2,2-trifluoroethane ND 12 ug/m3 10/08/1919:26 1.036 1,1,2-Trichloroethane ND 2.8 ug/m3 10/08/1919:26 1.036 1,1-Dichloroethane ND 2.1 ug/m3 10/08/1919:26 1.036 1,1-Dichloroethene ND 2.1 ug/m3 10/08/1919:26 1.036 1,1-Difluoroethane ND 5.6 ug/m3 10/08/1919:26 1.036 1,2,4-Trichlorobenzene ND 15 ug/m3 10/08/1919:26 1.036 1,2,4-Trimethylbenzene ND 7.6 ug/m3 10/08/1919:26 1.036 1,2-Dibromo-3-Chloropropane ND 15 ug/m3 10/08/1919:26 1.036 1,2-Dibromoethane ND 4.0 ug/m3 10/08/1919:26 1.036 1,2-Dichlorobenzene ND 3.1 ug/m3 10/08/1919:26 1.036 1,2-Dichloroethane ND 2.1 ug/m3 10/08/1919:26 1.036 1,2-Dichloropropane ND 2.4 ug/m3 10/08/1919:26 1.036 1,3,5-Trimethylbenzene ND 2.5 ug/m3 10/08/1919:26 1.036 1,3-Dichlorobenzene ND 3.1 ug/m3 10/08/1919:26 1.036 1,4-Dichlorobenzene ND 3.1 ug/m3 10/08/1919:26 1.036 2-Butanone ND 4.6 ug/m3 10/08/1919:26 1.036 Eurofins Calscience LLC Page 17 of 49 10/13/2019 Client Sample Results Client: Avocet Environmental Inc Job ID: 570-9370-1 Project/Site: Former Tungsten Carbide Manufacturing SDG: (TCM) Facility / 1623.002 Method: TO-15 - Volatile Organic Compounds in Ambient Air (Continued) Client Sample ID: AmbAir Lab Sample ID: 570-9370-9 Date Collected: 10/07/19 12:10 Matrix: Air Date Received: 10/07/19 13:05 Analyte Result Qualifier RL Unit D Prepared Analyzed Dil Fac 2-Hexanone ND 6.4 ug/m3 10/08/1919:26 1.036 4-Ethyltoluene ND 2.5 ug/m3 10/08/1919:26 1.036 4-Methyl-2-pentanone ND 6.4 ug/m3 10/08/1919:26 1.036 Acetone 33 4.9 ug/m3 10/08/1919:26 1.036 Benzene ND 1.7 ug/m3 10/08/1919:26 1.036 Benzyl chloride ND 8.0 ug/m3 10/08/19 19:26 1.036 Bromodi chlo ro methane ND 3.5 ug/m3 10/08/1919:26 1.036 Bromoform ND 5.4 ug/m3 10/08/1919:26 1.036 Bromomethane ND 2.0 ug/m3 10/08/1919:26 1.036 cis-1,2-Dichloroethene 5.7 2.1 ug/m3 10/08/1919:26 1.036 cis-1,3-Dichloropropene ND 2.4 ug/m3 10/08/1919:26 1.036 Carbon disulfide ND 6.5 ug/m3 10/08/19 19:26 1.036 Carbon tetrachloride ND 3.3 ug/m3 10/08/19 19:26 1.036 Chlorobenzene ND 2.4 ug/m3 10/08/1919:26 1.036 Chloroethane ND 1.4 ug/m3 10/08/1919:26 1.036 Chloroform ND 2.5 ug/m3 10/08/1919:26 1.036 Chloromethane 1.2 1.1 ug/m3 10/08/1919:26 1.036 Dibromochloromethane ND 4.4 ug/m3 10/08/1919:26 1.036 Dichlorodifluoromethane ND 2.6 ug/m3 10/08/1919:26 1.036 Dichlorotetrafluoroethane ND 14 ug/m3 10/08/1919:26 1.036 Ethylbenzene ND 2.2 ug/m3 10/08/1919:26 1.036 Hexachloro-1,3-butadiene ND 17 ug/m3 10/08/1919:26 1.036 Isopropanol 15 13 ug/m3 10/08/1919:26 1.036 Methylene Chloride ND 18 ug/m3 10/08/19 19:26 1.036 Methyl-t-Butyl Ether(MTBE) ND 7.5 ug/m3 10/08/19 19:26 1.036 n-Butylbenzene ND 8.5 ug/m3 10/08/1919:26 1.036 o-Xylene ND 2.2 ug/m3 10/08/1919:26 1.036 m,p-Xylene ND 9.0 ug/m3 10/08/1919:26 1.036 sec-Butylbenzene ND 8.5 ug/m3 10/08/1919:26 1.036 Styrene ND 6.6 ug/m3 10/08/1919:26 1.036 trans-1,2-Dichloroethene ND 2.1 ug/m3 10/08/1919:26 1.036 trans-1,3-Dichloropropene ND 4.7 ug/m3 10/08/1919:26 1.036 tert-Butyl benzene ND 8.5 ug/m3 10/08/1919:26 1.036 Tetrachloroethene 17 3.5 ug/m3 10/08/1919:26 1.036 Toluene 3.6 2.0 ug/m3 10/08/1919:26 1.036 Trichloroethene 6.5 2.8 ug/m3 10/08/1919:26 1.036 Trichlorofluoromethane ND 5.8 ug/m3 10/08/1919:26 1.036 Vinyl acetate ND 7.3 ug/m3 10/08/19 19:26 1.036 Vinyl chloride ND 1.3 ug/m3 10/08/19 19:26 1.036 Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac 1,2-Dichloroethane-d4(Surr) 101 67-133 10/08/19 19:26 1.036 4-Bromofluorobenzene(Surr) 99 68-134 10/08/19 19:26 1.036 Toluene-d8(Surr) 95 70-130 10/08/19 19:26 1.036 Eurofins Calscience LLC Page 18 of 49 10/13/2019 Client Sample Results Client: Avocet Environmental Inc Job ID: 570-9370-1 Project/Site: Former Tungsten Carbide Manufacturing SDG: (TCM) Facility / 1623.002 Method: TO-15 - Volatile Organic Compounds in Ambient Air - DL Client Sample ID: SV-2_5 Lab Sample ID: 570-9370-2 Date Collected: 10/07/19 12:20 Matrix: Air Date Received: 10/07/19 13:05 Analyte Result Qualifier RL Unit D Prepared Analyzed Dil Fac Tetrachloroethene 650 9.2 ug/m3 10/09/1916:23 2.71 Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac 1,2-Dichloroethane-d4(Surr) 94 67-133 10/09/19 16:23 2.71 4-Bromofluorobenzene(Surr) 95 68-134 10/09/19 16:23 2.71 Toluene-d8(Surr) 92 70-130 10/09/19 16:23 2.71 Client Sample ID: SV-6_5 Lab Sample ID: 570-9370-6 Date Collected: 10/07/19 11:15 Matrix: Air Date Received: 10/07/19 13:05 Analyte Result Qualifier RL Unit D Prepared Analyzed Dil Fac Tetrachloroethene 1400 19 ug/m3 10/10/1917:41 5.64 Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac 1,2-Dichloroethane-d4(Surr) 91 67-133 10/10/19 17:41 5.64 4-Bromofluorobenzene(Surr) 90 68-134 10/10/19 17:41 5.64 Toluene-d8(Surr) 94 70-130 10/10/19 17:41 5.64 Client Sample ID: SV-7_5 Lab Sample ID: 570-9370-7 Date Collected: 10/07/19 11:55 Matrix: Air Date Received: 10/07/19 13:05 Analyte Result Qualifier RL Unit D Prepared Analyzed Dil Fac Tetrachloroethene 1500 19 ug/m3 10/10/19 03:00 5.52 Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac 1,2-Dichloroethane-d4(Surr) 105 67-133 10/10/19 03:00 5.52 4-Bromofluorobenzene(Surr) 104 68-134 10/10/19 03:00 5.52 Toluene-d8(Surr) 101 70-130 10/10/19 03:00 5.52 Client Sample ID: SV-8_5 Lab Sample ID: 570-9370-8 Date Collected: 10/07/19 11:40 Matrix: Air Date Received: 10/07/19 13:05 Analyte Result Qualifier RL Unit D Prepared Analyzed Dil Fac Trichloroethene 5900 110 ug/m3 10/09/19 05:02 40 Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac 1,2-Dichloroethane-d4(Surr) 100 67-133 10/09/19 05:02 40 4-Bromofluorobenzene(Surr) 99 68-134 10/09/19 05:02 40 Toluene-d8(Surr) 96 70-130 10/09/19 05:02 40 Eurofins Calscience LLC Page 19 of 49 10/13/2019 Client Sample Results Client: Avocet Environmental Inc Job ID: 570-9370-1 Project/Site: Former Tungsten Carbide Manufacturing SDG: (TCM) Facility / 1623.002 Method: TO-15 - Volatile Organic Compounds in Ambient Air - DL2 Client Sample ID: SV-8_5 Lab Sample ID: 570-9370-8 Date Collected: 10/07/19 11:40 Matrix: Air Date Received: 10/07/19 13:05 Analyte Result Qualifier RL Unit D Prepared Analyzed Dil Fac Tetrachloroethene 54000 690 ug/m3 10/09/1910:11 203 Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac 1,2-Dichloroethane-d4(Surr) 103 67-133 10/09/19 10:11 203 4-Bromofluorobenzene(Surr) 99 68-134 10/09/19 10:11 203 Toluene-d8(Surr) 98 70-130 10/09/19 10:11 203 Eurofins Calscience LLC Page 20 of 49 10/13/2019 Surrogate Summary Client: Avocet Environmental Inc Job ID: 570-9370-1 Project/Site: Former Tungsten Carbide Manufacturing SDG: (TCM) Facility / 1623.002 Method: TO-15 - Volatile Organic Compounds in Ambient Air Matrix: Air Prep Type: Total/NA Percent Surrogate Recovery(Acceptance Limits) DCA BFB TOL Lab Sample ID Client Sample ID (67-133) (68-134) (70-130) 570-9370-1 SV-1_5 100 101 97 570-9370-2 SV-2_5 100 98 95 570-9370-2-DL SV-2_5 94 95 92 570-9370-3 SV-3_5 101 99 96 570-9370-4 SV-4_5 100 99 96 570-9370-5 SV-5-5 100 100 95 570-9370-6 SV-6_5 101 102 96 570-9370-6-DL SV-6_5 91 90 94 570-9370-7 SV-7_5 101 101 97 570-9370-7-DL SV-7_5 105 104 101 570-9370-8 SV-8_5 101 108 98 570-9370-8-DL SV-8_5 100 99 96 570-9370-8-D1-2 SV-8_5 103 99 98 570-9370-9 AmbAir 101 99 95 LCS 570-24459/3 Lab Control Sample 99 100 100 LCS 570-24620/3 Lab Control Sample 105 99 104 LCS 570-24726/4 Lab Control Sample 92 98 103 LCS 570-24941/4 Lab Control Sample 96 90 90 LCSD 570-24459/4 Lab Control Sample Dup 99 99 100 LCSD 570-24620/4 Lab Control Sample Dup 104 98 104 LCSD 570-24726/5 Lab Control Sample Dup 89 99 100 LCSD 570-24941/5 Lab Control Sample Dup 86 96 95 MB 570-24459/1005 Method Blank 100 96 96 MB 570-24620/8 Method Blank 105 102 101 MB 570-24726/7 Method Blank 100 92 94 MB 570-24941/7 Method Blank 87 85 105 Surrogate Legend DCA= 1,2-Dichloroethane-d4(Surr) BFB=4-Bromofluorobenzene(Surr) TOL=Toluene-d8(Surr) Method: TO-15 - Volatile Organic Compounds in Ambient Air Matrix: Air Prep Type: Total/NA Percent Surrogate Recovery(Acceptance Limits) DCA BFB TOL Lab Sample ID Client Sample ID BFB 570-24726/1 MB Method Blank Surrogate Legend DCA= 1,2-Dichloroethane-d4(Surr) BFB=4-Bromofluorobenzene(Surr) TOL=Toluene-d8(Surr) Eurofins Calscience LLC Page 21 of 49 10/13/2019 QC Sample Results Client: Avocet Environmental Inc Job ID: 570-9370-1 Project/Site: Former Tungsten Carbide Manufacturing SDG: (TCM) Facility / 1623.002 Method: TO-15 - Volatile Organic Compounds in Ambient Air Lab Sample ID: MB 570-24459/1005 Client Sample ID: Method Blank Matrix: Air Prep Type: Total/NA Analysis Batch: 24459 MB MB Analyte Result Qualifier RL Unit D Prepared Analyzed Dil Fac 1,1,1-Trichloroethane ND 2.7 ug/m3 10/08/1913:47 1 1,1,2,2-Tetrachloroethane ND 6.9 ug/m3 10/08/1913:47 1 1,1,2-Trichloro-1,2,2-trifluoroethane ND 11 ug/m3 10/08/1913:47 1 1,1,2-Trichloroethane ND 2.7 ug/m3 10/08/1913:47 1 1,1-Dichloroethane ND 2.0 ug/m3 10/08/1913:47 1 1,1-Dichloroethene ND 2.0 ug/m3 10/08/1913:47 1 1,1-Difluoroethane ND 5.4 ug/m3 10/08/1913:47 1 1,2,4-Trichlorobenzene ND 15 ug/m3 10/08/1913:47 1 1,2,4-Trimethylbenzene ND 7.4 ug/m3 10/08/1913:47 1 1,2-Dibromo-3-Chloropropane ND 14 ug/m3 10/08/1913:47 1 1,2-Dibromoethane ND 3.8 ug/m3 10/08/1913:47 1 1,2-Dichlorobenzene ND 3.0 ug/m3 10/08/1913:47 1 1,2-Dichloroethane ND 2.0 ug/m3 10/08/1913:47 1 1,2-Dichloropropane ND 2.3 ug/m3 10/08/1913:47 1 1,3,5-Trimethylbenzene ND 2.5 ug/m3 10/08/1913:47 1 1,3-Dichlorobenzene ND 3.0 ug/m3 10/08/1913:47 1 1,4-Dichlorobenzene ND 3.0 ug/m3 10/08/1913:47 1 2-Butanone ND 4.4 ug/m3 10/08/1913:47 1 2-Hexanone ND 6.1 ug/m3 10/08/1913:47 1 4-Ethyltoluene ND 2.5 ug/m3 10/08/1913:47 1 4-Methyl-2-pentanone ND 6.1 ug/m3 10/08/1913:47 1 Acetone ND 4.8 ug/m3 10/08/1913:47 1 Benzene ND 1.6 ug/m3 10/08/1913:47 1 Benzyl chloride ND 7.8 ug/m3 10/08/19 13:47 1 Bromodi chlo ro methane ND 3.4 ug/m3 10/08/1913:47 1 Bromoform ND 5.2 ug/m3 10/08/1913:47 1 Bromomethane ND 1.9 ug/m3 10/08/1913:47 1 cis-1,2-Dichloroethene ND 2.0 ug/m3 10/08/1913:47 1 cis-1,3-Dichloropropene ND 2.3 ug/m3 10/08/1913:47 1 Carbon disulfide ND 6.2 ug/m3 10/08/19 13:47 1 Carbon tetrachloride ND 3.1 ug/m3 10/08/19 13:47 1 Chlorobenzene ND 2.3 ug/m3 10/08/1913:47 1 Chloroethane ND 1.3 ug/m3 10/08/1913:47 1 Chloroform ND 2.4 ug/m3 10/08/1913:47 1 Chloromethane ND 1.0 ug/m3 10/08/1913:47 1 Dibromochloromethane ND 4.3 ug/m3 10/08/1913:47 1 Dichlorodifluoromethane ND 2.5 ug/m3 10/08/1913:47 1 Dichlorotetrafluoroethane ND 14 ug/m3 10/08/1913:47 1 Ethylbenzene ND 2.2 ug/m3 10/08/1913:47 1 Hexachloro-1,3-butadiene ND 16 ug/m3 10/08/1913:47 1 Isopropanol ND 12 ug/m3 10/08/1913:47 1 Methylene Chloride ND 17 ug/m3 10/08/19 13:47 1 Methyl-t-Butyl Ether(MTBE) ND 7.2 ug/m3 10/08/19 13:47 1 n-Butylbenzene ND 8.2 ug/m3 10/08/1913:47 1 o-Xylene ND 2.2 ug/m3 10/08/1913:47 1 m,p-Xylene ND 8.7 ug/m3 10/08/1913:47 1 sec-Butylbenzene ND 8.2 ug/m3 10/08/1913:47 1 Styrene ND 6.4 ug/m3 10/08/1913:47 1 Eurofins Calscience LLC Page 22 of 49 10/13/2019 QC Sample Results Client: Avocet Environmental Inc Job ID: 570-9370-1 Project/Site: Former Tungsten Carbide Manufacturing SDG: (TCM) Facility / 1623.002 Method: TO-15 - Volatile Organic Compounds in Ambient Air (Continued) Lab Sample ID: MB 570-24459/1005 Client Sample ID: Method Blank Matrix: Air Prep Type: Total/NA Analysis Batch: 24459 MB MB Analyte Result Qualifier RL Unit D Prepared Analyzed Dil Fac trans-1,2-Dichloroethene ND 2.0 ug/m3 10/08/1913:47 1 trans-1,3-Dichloropropene ND 4.5 ug/m3 10/08/1913:47 1 tert-Butyl benzene ND 8.2 ug/m3 10/08/1913:47 1 Tetrachloroethene ND 3.4 ug/m3 10/08/1913:47 1 Toluene ND 1.9 ug/m3 10/08/1913:47 1 Trichloroethene ND 2.7 ug/m3 10/08/1913:47 1 ' Trichlorofluoromethane ND 5.6 ug/m3 10/08/1913:47 1 Vinyl acetate ND 7.0 ug/m3 10/08/19 13:47 1 Vinyl chloride ND 1.3 ug/m3 10/08/19 13:47 1 MB MB Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac 1,2-Dichloroethane-d4(Surr) 100 67-133 10/08/19 13:47 1 4-Bromofluorobenzene(Surr) 96 68-134 10/08/19 13:47 1 Toluene-d8(Surr) 96 70-130 10/08/19 13:47 1 Lab Sample ID: LCS 570-24459/3 Client Sample ID: Lab Control Sample Matrix: Air Prep Type: Total/NA Analysis Batch: 24459 Spike LCS LCS %Rec. Analyte Added Result Qualifier Unit D %Rec Limits 1,1,1-Trichloroethane 136 142.0 ug/m3 104 70-130 1,1,2,2-Tetrachloroethane 172 175.3 ug/m3 102 63-130 1,1,2-Trichloro-1,2,2-trifluoroetha 192 189.0 ug/m3 99 70-136 ne 1,1,2-Trichloroethane 136 149.8 ug/m3 110 70-130 1,1-Dichloroethane 101 105.7 ug/m3 104 70-130 1,1-Dichloroethene 99.1 97.07 ug/m3 98 70-135 1,1-Difluoroethane 67.5 62.26 ug/m3 92 70-131 1,2,4-Trichlorobenzene 186 127.7 ug/m3 69 31-151 1,2,4-Trimethylbenzene 123 121.0 ug/m3 98 60-132 1,2-Dibromo-3-Chloropropane 242 234.9 ug/m3 97 60-140 1,2-Dibromoethane 192 206.3 ug/m3 107 70-133 1,2-Dichlorobenzene 150 148.4 ug/m3 99 48-138 1,2-Dichloroethane 101 105.9 ug/m3 105 70-132 1,2-Dichloropropane 116 123.9 ug/m3 107 70-130 1,3,5-Trimethylbenzene 123 122.9 ug/m3 100 62-130 1,3-Dichlorobenzene 150 151.8 ug/m3 101 56-134 1,4-Dichlorobenzene 150 151.2 ug/m3 101 52-136 2-Butanone 73.7 77.19 ug/m3 105 66-132 2-Hexanone 102 106.2 ug/m3 104 70-136 4-Ethyltoluene 123 124.0 ug/m3 101 68-130 4-Methyl-2-pentanone 102 105.4 ug/m3 103 70-130 Acetone 59.4 63.52 ug/m3 107 67-133 Benzene 79.9 89.86 ug/m3 113 70-130 Benzyl chloride 129 115.3 ug/m3 89 38-158 Bromodi chlo ro methane 168 175.8 ug/m3 105 70-130 Bromoform 258 271.1 ug/m3 105 63-147 Bromomethane 97.1 96.80 ug/m3 100 70-139 cis-1,2-Dichloroethene 99.1 107.1 ug/m3 108 70-130 Eurofins Calscience LLC Page 23 of 49 10/13/2019 QC Sample Results Client: Avocet Environmental Inc Job ID: 570-9370-1 Project/Site: Former Tungsten Carbide Manufacturing SDG: (TCM) Facility / 1623.002 Method: TO-15 - Volatile Organic Compounds in Ambient Air (Continued) Lab Sample ID: LCS 570-24459/3 Client Sample ID: Lab Control Sample Matrix: Air Prep Type: Total/NA Analysis Batch: 24459 Spike LCS LCS %Rec. Analyte Added Result Qualifier Unit D %Rec Limits cis-1,3-Dichloropropene 113 117.2 ug/m3 103 70-130 Carbon disulfide 77.9 91.36 ug/m3 117 68-146 Carbon tetrachloride 157 163.7 ug/m3 104 70-136 Chlorobenzene 115 113.9 ug/m3 99 70-130 Chloroethane 66.0 67.06 ug/m3 102 65-149 Chloroform 122 123.8 ug/m3 101 70-130 ' Chloromethane 51.6 50.82 ug/m3 98 69-141 Dibromochloromethane 213 219.3 ug/m3 103 70-138 Dichlorodifluoromethane 124 123.0 ug/m3 100 67-139 Dichlorotetrafluoroethane 175 171.8 ug/m3 98 51-135 Ethylbenzene 109 114.3 ug/m3 105 70-130 Hexachloro-1,3-butadiene 267 203.3 ug/m3 76 44-146 Isopropanol 61.5 56.76 ug/m3 92 57-135 Methylene Chloride 86.8 88.07 ug/m3 101 69-130 Methyl-t-Butyl Ether(MTBE) 90.1 93.57 ug/m3 104 68-130 n-Butylbenzene 137 134.3 ug/m3 98 50-150 o-Xylene 109 115.0 ug/m3 106 69-130 m,p-Xylene 217 232.5 ug/m3 107 70-132 sec-Butylbenzene 137 131.5 ug/m3 96 50-150 Styrene 106 109.7 ug/m3 103 65-131 trans-1,2-Dichloroethene 99.1 112.0 ug/m3 113 70-130 trans-1,3-Dichloropropene 113 127.4 ug/m3 112 70-147 tert-Butyl benzene 137 137.6 ug/m3 100 50-150 Tetrachloroethene 170 177.3 ug/m3 105 70-130 Toluene 94.2 101.4 ug/m3 108 70-130 Trichloroethene 134 143.0 ug/m3 106 70-130 Trichlorofluoromethane 140 143.5 ug/m3 102 63-141 Vinyl acetate 88.0 94.55 ug/m3 107 58-130 Vinyl chloride 63.9 61.84 ug/m3 97 70-134 LCS LCS Surrogate %Recovery Qualifier Limits 1,2-Dichloroethane-d4(Surr) 99 67-133 4-Bromofluorobenzene(Surr) 100 68-134 Toluene-d8(Surr) 100 70-130 Lab Sample ID: LCSD 570-24459/4 Client Sample ID: Lab Control Sample Dup Matrix: Air Prep Type: Total/NA Analysis Batch: 24459 Spike LCSD LCSD %Rec. RPD Analyte Added Result Qualifier Unit D %Rec Limits RPD Limit 1,1,1-Trichloroethane 136 142.6 ug/m3 105 70-130 0 30 1,1,2,2-Tetrachloroethane 172 176.5 ug/m3 103 63-130 1 30 1,1,2-Trichloro-1,2,2-trifluoroetha 192 189.3 ug/m3 99 70-136 0 30 ne 1,1,2-Trichloroethane 136 150.2 ug/m3 110 70-130 0 30 1,1-Dichloroethane 101 106.2 ug/m3 105 70-130 0 30 1,1-Dichloroethene 99.1 97.65 ug/m3 99 70-135 1 30 1,1-Difluoroethane 67.5 62.41 ug/m3 92 70-131 0 30 1,2,4-Trichlorobenzene 186 129.9 ug/m3 70 31-151 2 30 Eurofins Calscience LLC Page 24 of 49 10/13/2019 QC Sample Results Client: Avocet Environmental Inc Job ID: 570-9370-1 Project/Site: Former Tungsten Carbide Manufacturing SDG: (TCM) Facility / 1623.002 Method: TO-15 - Volatile Organic Compounds in Ambient Air (Continued) Lab Sample ID: LCSD 570-24459/4 Client Sample ID: Lab Control Sample Dup Matrix: Air Prep Type: Total/NA Analysis Batch: 24459 Spike LCSD LCSD %Rec. RPD Analyte Added Result Qualifier Unit D %Rec Limits RPD Limit 1,2,4-Trimethylbenzene 123 119.7 ug/m3 97 60-132 1 30 1,2-Dibromo-3-Chloropropane 242 235.9 ug/m3 98 60-140 0 35 1,2-Dibromoethane 192 207.0 ug/m3 108 70-133 0 30 1,2-Dichlorobenzene 150 148.0 ug/m3 98 48-138 0 30 1,2-Dichloroethane 101 105.9 ug/m3 105 70-132 0 30 1,2-Dichloropropane 116 124.2 ug/m3 108 70-130 0 30 ' 1,3,5-Trimethylbenzene 123 123.2 ug/m3 100 62-130 0 30 1,3-Dichlorobenzene 150 151.8 ug/m3 101 56-134 0 30 1,4-Dichlorobenzene 150 151.4 ug/m3 101 52-136 0 30 2-Butanone 73.7 77.07 ug/m3 105 66-132 0 30 2-Hexanone 102 106.2 ug/m3 104 70-136 0 30 4-Ethyltoluene 123 123.6 ug/m3 101 68-130 0 30 4-Methyl-2-pentanone 102 105.8 ug/m3 103 70-130 0 30 Acetone 59.4 63.94 ug/m3 108 67-133 1 30 Benzene 79.9 90.05 ug/m3 113 70-130 0 30 Benzyl chloride 129 114.7 ug/m3 89 38-158 1 30 Bromodi chlo ro methane 168 175.8 ug/m3 105 70-130 0 30 Bromoform 258 271.7 ug/m3 105 63-147 0 30 Bromomethane 97.1 97.26 ug/m3 100 70-139 0 30 cis-1,2-Dichloroethene 99.1 108.0 ug/m3 109 70-130 1 30 cis-1,3-Dichloropropene 113 117.6 ug/m3 104 70-130 0 30 Carbon disulfide 77.9 91.67 ug/m3 118 68-146 0 30 Carbon tetrachloride 157 164.3 ug/m3 104 70-136 0 30 Chlorobenzene 115 114.4 ug/m3 99 70-130 0 30 Chloroethane 66.0 66.94 ug/m3 101 65-149 0 30 Chloroform 122 125.0 ug/m3 102 70-130 1 30 Chloromethane 51.6 50.79 ug/m3 98 69-141 0 30 Dibromochloromethane 213 220.3 ug/m3 103 70-138 0 30 Dichlorodifluoromethane 124 122.8 ug/m3 99 67-139 0 30 Dichlorotetrafluoroethane 175 171.6 ug/m3 98 51-135 0 30 Ethylbenzene 109 114.8 ug/m3 106 70-130 0 30 Hexachloro-1,3-butadiene 267 205.7 ug/m3 77 44-146 1 30 Isopropanol 61.5 56.79 ug/m3 92 57-135 0 30 Methylene Chloride 86.8 88.42 ug/m3 102 69-130 0 30 Methyl-t-Butyl Ether(MTBE) 90.1 94.15 ug/m3 104 68-130 1 30 n-Butylbenzene 137 133.4 ug/m3 97 50-150 1 30 o-Xylene 109 115.3 ug/m3 106 69-130 0 30 m,p-Xylene 217 232.3 ug/m3 107 70-132 0 30 sec-Butylbenzene 137 130.9 ug/m3 95 50-150 0 30 Styrene 106 110.3 ug/m3 104 65-131 1 30 trans-1,2-Dichloroethene 99.1 112.4 ug/m3 113 70-130 0 30 trans-1,3-Dichloropropene 113 128.0 ug/m3 113 70-147 0 30 tert-Butyl benzene 137 136.0 ug/m3 99 50-150 1 30 Tetrachloroethene 170 178.0 ug/m3 105 70-130 0 30 Toluene 94.2 101.3 ug/m3 107 70-130 0 30 Trichloroethene 134 142.9 ug/m3 106 70-130 0 30 Trichlorofluoromethane 140 143.5 ug/m3 102 63-141 0 30 Vinyl acetate 88.0 94.42 ug/m3 107 58-130 0 30 Vinyl chloride 63.9 61.89 ug/m3 97 70-134 0 30 Eurofins Calscience LLC Page 25 of 49 10/13/2019 QC Sample Results Client: Avocet Environmental Inc Job ID: 570-9370-1 Project/Site: Former Tungsten Carbide Manufacturing SDG: (TCM) Facility / 1623.002 Method: TO-15 - Volatile Organic Compounds in Ambient Air (Continued) LCSD LCSD Surrogate %Recovery Qualifier Limits 1,2-Dichloroethane-d4(Surr) 99 67-133 4-Bromofluorobenzene(Surr) 99 68-134 Toluene-d8(Surr) 100 70-130 Lab Sample ID: MB 570-24620/8 Client Sample ID: Method Blank Matrix: Air Prep Type: Total/NA Analysis Batch: 24620 MB MB Analyte Result Qualifier RL Unit D Prepared Analyzed Dil Fac 1,1,1-Trichloroethane ND 2.7 ug/m3 10/09/1915:56 1 1,1,2,2-Tetrachloroethane ND 6.9 ug/m3 10/09/1915:56 1 1,1,2-Trichloro-1,2,2-trifluoroethane ND 11 ug/m3 10/09/1915:56 1 1,1,2-Trichloroethane ND 2.7 ug/m3 10/09/1915:56 1 1,1-Dichloroethane ND 2.0 ug/m3 10/09/1915:56 1 1,1-Dichloroethene ND 2.0 ug/m3 10/09/1915:56 1 1,1-Difluoroethane ND 5.4 ug/m3 10/09/1915:56 1 1,2,4-Trichlorobenzene ND 15 ug/m3 10/09/1915:56 1 1,2,4-Trimethylbenzene ND 7.4 ug/m3 10/09/1915:56 1 1,2-Dibromo-3-Chloropropane ND 14 ug/m3 10/09/1915:56 1 1,2-Dibromoethane ND 3.8 ug/m3 10/09/1915:56 1 1,2-Dichlorobenzene ND 3.0 ug/m3 10/09/1915:56 1 1,2-Dichloroethane ND 2.0 ug/m3 10/09/1915:56 1 1,2-Dichloropropane ND 2.3 ug/m3 10/09/1915:56 1 1,3,5-Trimethylbenzene ND 2.5 ug/m3 10/09/1915:56 1 1,3-Dichlorobenzene ND 3.0 ug/m3 10/09/1915:56 1 1,4-Dichlorobenzene ND 3.0 ug/m3 10/09/1915:56 1 2-Butanone ND 4.4 ug/m3 10/09/1915:56 1 2-Hexanone ND 6.1 ug/m3 10/09/1915:56 1 4-Ethyltoluene ND 2.5 ug/m3 10/09/1915:56 1 4-Methyl-2-pentanone ND 6.1 ug/m3 10/09/1915:56 1 Acetone ND 4.8 ug/m3 10/09/1915:56 1 Benzene ND 1.6 ug/m3 10/09/1915:56 1 Benzyl chloride ND 7.8 ug/m3 10/09/19 15:56 1 Bromodi chlo ro methane ND 3.4 ug/m3 10/09/1915:56 1 Bromoform ND 5.2 ug/m3 10/09/1915:56 1 Bromomethane ND 1.9 ug/m3 10/09/1915:56 1 cis-1,2-Dichloroethene ND 2.0 ug/m3 10/09/1915:56 1 cis-1,3-Dichloropropene ND 2.3 ug/m3 10/09/1915:56 1 Carbon disulfide ND 6.2 ug/m3 10/09/19 15:56 1 Carbon tetrachloride ND 3.1 ug/m3 10/09/19 15:56 1 Chlorobenzene ND 2.3 ug/m3 10/09/1915:56 1 Chloroethane ND 1.3 ug/m3 10/09/1915:56 1 Chloroform ND 2.4 ug/m3 10/09/1915:56 1 Chloromethane ND 1.0 ug/m3 10/09/1915:56 1 Dibromochloromethane ND 4.3 ug/m3 10/09/1915:56 1 Dichlorodifluoromethane ND 2.5 ug/m3 10/09/1915:56 1 Dichlorotetrafluoroethane ND 14 ug/m3 10/09/1915:56 1 Ethylbenzene ND 2.2 ug/m3 10/09/1915:56 1 Hexachloro-1,3-butadiene ND 16 ug/m3 10/09/1915:56 1 Isopropanol ND 12 ug/m3 10/09/1915:56 1 Methylene Chloride ND 17 ug/m3 10/09/19 15:56 1 Eurofins Calscience LLC Page 26 of 49 10/13/2019 QC Sample Results Client: Avocet Environmental Inc Job ID: 570-9370-1 Project/Site: Former Tungsten Carbide Manufacturing SDG: (TCM) Facility / 1623.002 Method: TO-15 - Volatile Organic Compounds in Ambient Air (Continued) Lab Sample ID: MB 570-24620/8 Client Sample ID: Method Blank Matrix: Air Prep Type: Total/NA Analysis Batch: 24620 MB MB Analyte Result Qualifier RL Unit D Prepared Analyzed Dil Fac Methyl-t-Butyl Ether(MTBE) ND 7.2 ug/m3 10/09/19 15:56 1 n-Butylbenzene ND 8.2 ug/m3 10/09/1915:56 1 o-Xylene ND 2.2 ug/m3 10/09/1915:56 1 m,p-Xylene ND 8.7 ug/m3 10/09/1915:56 1 sec-Butylbenzene ND 8.2 ug/m3 10/09/1915:56 1 Styrene ND 6.4 ug/m3 10/09/1915:56 1 ' trans-1,2-Dichloroethene ND 2.0 ug/m3 10/09/1915:56 1 trans-1,3-Dichloropropene ND 4.5 ug/m3 10/09/1915:56 1 tert-Butyl benzene ND 8.2 ug/m3 10/09/1915:56 1 Tetrachloroethene ND 3.4 ug/m3 10/09/1915:56 1 Toluene ND 1.9 ug/m3 10/09/1915:56 1 Trichloroethene ND 2.7 ug/m3 10/09/1915:56 1 Trichlorofluoromethane ND 5.6 ug/m3 10/09/1915:56 1 Vinyl acetate ND 7.0 ug/m3 10/09/19 15:56 1 Vinyl chloride ND 1.3 ug/m3 10/09/19 15:56 1 MB MB Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac 1,2-Dichloroethane-d4(Surr) 105 67-133 10/09/19 15:56 1 4-Bromofluorobenzene(Surr) 102 68-134 10/09/19 15:56 1 Toluene-d8(Surr) 101 70-130 10/09/19 15:56 1 Lab Sample ID: LCS 570-24620/3 Client Sample ID: Lab Control Sample Matrix: Air Prep Type: Total/NA Analysis Batch: 24620 Spike LCS LCS %Rec. Analyte Added Result Qualifier Unit D %Rec Limits 1,1,1-Trichloroethane 136 150.4 ug/m3 110 70-130 1,1,2,2-Tetrachloroethane 172 168.7 ug/m3 98 63-130 1,1,2-Trichloro-1,2,2-trifluoroetha 192 189.5 ug/m3 99 70-136 ne 1,1,2-Trichloroethane 136 143.0 ug/m3 105 70-130 1,1-Dichloroethane 101 102.4 ug/m3 101 70-130 1,1-Dichloroethene 99.1 98.12 ug/m3 99 70-135 1,1-Difluoroethane 67.5 66.69 ug/m3 99 70-131 1,2,4-Trichlorobenzene 186 136.9 ug/m3 74 31-151 1,2,4-Trimethylbenzene 123 120.5 ug/m3 98 60-132 1,2-Dibromo-3-Chloropropane 242 235.4 ug/m3 97 60-140 1,2-Dibromoethane 192 190.3 ug/m3 99 70-133 1,2-Dichlorobenzene 150 143.3 ug/m3 95 48-138 1,2-Dichloroethane 101 111.4 ug/m3 110 70-132 1,2-Dichloropropane 116 118.9 ug/m3 103 70-130 1,3,5-Trimethylbenzene 123 120.6 ug/m3 98 62-130 1,3-Dichlorobenzene 150 140.8 ug/m3 94 56-134 1,4-Dichlorobenzene 150 141.4 ug/m3 94 52-136 2-Butanone 73.7 73.31 ug/m3 99 66-132 2-Hexanone 102 94.83 ug/m3 93 70-136 4-Ethyltoluene 123 119.0 ug/m3 97 68-130 4-Methyl-2-pentanone 102 102.3 ug/m3 100 70-130 Acetone 59.4 53.77 ug/m3 91 67-133 Eurofins Calscience LLC Page 27 of 49 10/13/2019 QC Sample Results Client: Avocet Environmental Inc Job ID: 570-9370-1 Project/Site: Former Tungsten Carbide Manufacturing SDG: (TCM) Facility / 1623.002 Method: TO-15 - Volatile Organic Compounds in Ambient Air (Continued) Lab Sample ID: LCS 570-24620/3 Client Sample ID: Lab Control Sample Matrix: Air Prep Type: Total/NA Analysis Batch: 24620 Spike LCS LCS %Rec. Analyte Added Result Qualifier Unit D %Rec Limits Benzene 79.9 84.99 ug/m3 106 70-130 Benzyl chloride 129 121.0 ug/m3 94 38-158 Bromodi chlo ro methane 168 179.5 ug/m3 107 70-130 Bromoform 258 261.1 ug/m3 101 63-147 Bromomethane 97.1 104.4 ug/m3 108 70-139 cis-1,2-Dichloroethene 99.1 97.95 ug/m3 99 70-130 ' cis-1,3-Dichloropropene 113 112.3 ug/m3 99 70-130 Carbon disulfide 77.9 87.20 ug/m3 112 68-146 Carbon tetrachloride 157 174.4 ug/m3 111 70-136 Chlorobenzene 115 115.2 ug/m3 100 70-130 Chloroethane 66.0 66.62 ug/m3 101 65-149 Chloroform 122 126.4 ug/m3 104 70-130 Chloromethane 51.6 53.13 ug/m3 103 69-141 Dibromochloromethane 213 214.2 ug/m3 101 70-138 Dichlorodifluoromethane 124 133.9 ug/m3 108 67-139 Dichlorotetrafluoroethane 175 193.4 ug/m3 111 51-135 Ethylbenzene 109 109.7 ug/m3 101 70-130 Hexachloro-1,3-butadiene 267 223.2 ug/m3 84 44-146 Isopropanol 61.5 61.51 ug/m3 100 57-135 Methylene Chloride 86.8 82.07 ug/m3 95 69-130 Methyl-t-Butyl Ether(MTBE) 90.1 91.77 ug/m3 102 68-130 n-Butylbenzene 137 138.5 ug/m3 101 50-150 o-Xylene 109 111.0 ug/m3 102 69-130 m,p-Xylene 217 219.1 ug/m3 101 70-132 sec-Butylbenzene 137 135.8 ug/m3 99 50-150 Styrene 106 106.3 ug/m3 100 65-131 trans-1,2-Dichloroethene 99.1 104.4 ug/m3 105 70-130 trans-1,3-Dichloropropene 113 118.8 ug/m3 105 70-147 tert-Butyl benzene 137 138.7 ug/m3 101 50-150 Tetrachloroethene 170 161.5 ug/m3 95 70-130 Toluene 94.2 95.83 ug/m3 102 70-130 Trichloroethene 134 134.0 ug/m3 100 70-130 Trichlorofluoromethane 140 181.4 ug/m3 129 63-141 Vinyl acetate 88.0 87.79 ug/m3 100 58-130 Vinyl chloride 63.9 64.43 ug/m3 101 70-134 LCS LCS Surrogate %Recovery Qualifier Limits 1,2-Dichloroethane-d4(Surr) 105 67-133 4-Bromofluorobenzene(Surr) 99 68-134 Toluene-d8(Surr) 104 70-130 Lab Sample ID: LCSD 570-24620/4 Client Sample ID: Lab Control Sample Dup Matrix: Air Prep Type: Total/NA Analysis Batch: 24620 Spike LCSD LCSD %Rec. RPD Analyte Added Result Qualifier Unit D %Rec Limits RPD Limit 1,1,1-Trichloroethane 136 149.7 ug/m3 110 70-130 0 30 1,1,2,2-Tetrachloroethane 172 168.4 ug/m3 98 63-130 0 30 Eurofins Calscience LLC Page 28 of 49 10/13/2019 QC Sample Results Client: Avocet Environmental Inc Job ID: 570-9370-1 Project/Site: Former Tungsten Carbide Manufacturing SDG: (TCM) Facility / 1623.002 Method: TO-15 - Volatile Organic Compounds in Ambient Air (Continued) Lab Sample ID: LCSD 570-24620/4 Client Sample ID: Lab Control Sample Dup Matrix: Air Prep Type: Total/NA Analysis Batch: 24620 Spike LCSD LCSD %Rec. RPD Analyte Added Result Qualifier Unit D %Rec Limits RPD Limit 1,1,2-Trichloro-1,2,2-trifluoroetha 192 187.1 ug/m3 98 70-136 1 30 ne 1,1,2-Trichloroethane 136 142.5 ug/m3 104 70-130 0 30 1,1-Dichloroethane 101 103.4 ug/m3 102 70-130 1 30 1,1-Dichloroethene 99.1 97.67 ug/m3 99 70-135 0 30 1,1-Difluoroethane 67.5 65.83 ug/m3 97 70-131 1 30 1,2,4-Trichlorobenzene 186 136.1 ug/m3 73 31-151 1 30 1,2,4-Trimethylbenzene 123 120.4 ug/m3 98 60-132 0 30 1,2-Dibromo-3-Chloropropane 242 233.5 ug/m3 97 60-140 1 35 1,2-Dibromoethane 192 190.1 ug/m3 99 70-133 0 30 1,2-Dichlorobenzene 150 141.8 ug/m3 94 48-138 1 30 1,2-Dichloroethane 101 110.7 ug/m3 109 70-132 1 30 1,2-Dichloropropane 116 120.3 ug/m3 104 70-130 1 30 1,3,5-Trimethylbenzene 123 121.0 ug/m3 98 62-130 0 30 1,3-Dichlorobenzene 150 140.3 ug/m3 93 56-134 0 30 1,4-Dichlorobenzene 150 140.0 ug/m3 93 52-136 1 30 2-Butanone 73.7 74.26 ug/m3 101 66-132 1 30 2-Hexanone 102 95.74 ug/m3 93 70-136 1 30 4-Ethyltoluene 123 118.9 ug/m3 97 68-130 0 30 4-Methyl-2-pentanone 102 101.4 ug/m3 99 70-130 1 30 Acetone 59.4 64.54 ug/m3 109 67-133 18 30 Benzene 79.9 85.19 ug/m3 107 70-130 0 30 Benzyl chloride 129 120.5 ug/m3 93 38-158 0 30 Bromodi chlo ro methane 168 179.5 ug/m3 107 70-130 0 30 Bromoform 258 261.0 ug/m3 101 63-147 0 30 Bromomethane 97.1 103.9 ug/m3 107 70-139 0 30 cis-1,2-Dichloroethene 99.1 98.48 ug/m3 99 70-130 1 30 cis-1,3-Dichloropropene 113 111.8 ug/m3 99 70-130 0 30 Carbon disulfide 77.9 87.50 ug/m3 112 68-146 0 30 Carbon tetrachloride 157 172.0 ug/m3 109 70-136 1 30 Chlorobenzene 115 116.1 ug/m3 101 70-130 1 30 Chloroethane 66.0 66.67 ug/m3 101 65-149 0 30 Chloroform 122 126.6 ug/m3 104 70-130 0 30 Chloromethane 51.6 53.34 ug/m3 103 69-141 0 30 Dibromochloromethane 213 213.3 ug/m3 100 70-138 0 30 Dichlorodifluoromethane 124 129.8 ug/m3 105 67-139 3 30 Dichlorotetrafluoroethane 175 189.2 ug/m3 108 51-135 2 30 Ethylbenzene 109 110.1 ug/m3 101 70-130 0 30 Hexachloro-1,3-butadiene 267 219.0 ug/m3 82 44-146 2 30 Isopropanol 61.5 60.66 ug/m3 99 57-135 1 30 Methylene Chloride 86.8 82.89 ug/m3 95 69-130 1 30 Methyl-t-Butyl Ether(MTBE) 90.1 92.32 ug/m3 102 68-130 1 30 n-Butylbenzene 137 136.0 ug/m3 99 50-150 2 30 o-Xylene 109 110.4 ug/m3 102 69-130 1 30 m,p-Xylene 217 218.0 ug/m3 100 70-132 0 30 sec-Butylbenzene 137 134.8 ug/m3 98 50-150 1 30 Styrene 106 106.2 ug/m3 100 65-131 0 30 trans-1,2-Dichloroethene 99.1 105.7 ug/m3 107 70-130 1 30 trans-1,3-Dichloropropene 113 118.6 ug/m3 105 70-147 0 30 Eurofins Calscience LLC Page 29 of 49 10/13/2019 QC Sample Results Client: Avocet Environmental Inc Job ID: 570-9370-1 Project/Site: Former Tungsten Carbide Manufacturing SDG: (TCM) Facility / 1623.002 Method: TO-15 - Volatile Organic Compounds in Ambient Air (Continued) Lab Sample ID: LCSD 570-24620/4 Client Sample ID: Lab Control Sample Dup Matrix: Air Prep Type: Total/NA Analysis Batch: 24620 Spike LCSD LCSD %Rec. RPD Analyte Added Result Qualifier Unit D %Rec Limits RPD Limit tert-Butyl benzene 137 138.4 ug/m3 101 50-150 0 30 Tetrachloroethene 170 162.3 ug/m3 96 70-130 1 30 Toluene 94.2 97.34 ug/m3 103 70-130 2 30 Trichloroethene 134 134.4 ug/m3 100 70-130 0 30 Trichlorofluoromethane 140 175.6 ug/m3 125 63-141 3 30 Vinyl acetate 88.0 88.14 ug/m3 100 58-130 0 30 ' Vinyl chloride 63.9 64.24 ug/m3 101 70-134 0 30 LCSD LCSD Surrogate %Recovery Qualifier Limits 1,2-Dichloroethane-d4(Surr) 104 67-133 4-Bromofluorobenzene(Surr) 98 68-134 Toluene-d8(Surr) 104 70-130 Lab Sample ID: BFB 570-24726/1 MB Client Sample ID: Method Blank Matrix: Air Prep Type: Total/NA Analysis Batch: 24726 MB MB Analyte Result Qualifier RL Unit D Prepared Analyzed Dil Fac 1,1,1-Trichloroethane ND 2.7 ug/m3 10/09/1910:01 1 1,1,2,2-Tetrachloroethane ND 6.9 ug/m3 10/09/1910:01 1 1,1,2-Trichloro-1,2,2-trifluoroethane ND 11 ug/m3 10/09/1910:01 1 1,1,2-Trichloroethane ND 2.7 ug/m3 10/09/1910:01 1 1,1-Dichloroethane ND 2.0 ug/m3 10/09/1910:01 1 1,1-Dichloroethene ND 2.0 ug/m3 10/09/1910:01 1 1,1-Difluoroethane ND 5.4 ug/m3 10/09/1910:01 1 1,2,4-Trichlorobenzene ND 15 ug/m3 10/09/1910:01 1 1,2,4-Trimethylbenzene ND 7.4 ug/m3 10/09/1910:01 1 1,2-Dibromo-3-Chloropropane ND 14 ug/m3 10/09/1910:01 1 1,2-Dibromoethane ND 3.8 ug/m3 10/09/1910:01 1 1,2-Dichlorobenzene ND 3.0 ug/m3 10/09/1910:01 1 1,2-Dichloroethane ND 2.0 ug/m3 10/09/1910:01 1 1,2-Dichloropropane ND 2.3 ug/m3 10/09/1910:01 1 1,3,5-Trimethylbenzene ND 2.5 ug/m3 10/09/1910:01 1 1,3-Dichlorobenzene ND 3.0 ug/m3 10/09/1910:01 1 1,4-Dichlorobenzene ND 3.0 ug/m3 10/09/1910:01 1 2-Butanone ND 4.4 ug/m3 10/09/1910:01 1 2-Hexanone ND 6.1 ug/m3 10/09/1910:01 1 4-Ethyltoluene ND 2.5 ug/m3 10/09/1910:01 1 4-Methyl-2-pentanone ND 6.1 ug/m3 10/09/1910:01 1 Acetone ND 4.8 ug/m3 10/09/1910:01 1 Benzene ND 1.6 ug/m3 10/09/1910:01 1 Benzyl chloride ND 7.8 ug/m3 10/09/19 10:01 1 Bromodi chlo ro methane ND 3.4 ug/m3 10/09/1910:01 1 Bromoform ND 5.2 ug/m3 10/09/1910:01 1 Bromomethane ND 1.9 ug/m3 10/09/1910:01 1 cis-1,2-Dichloroethene ND 2.0 ug/m3 10/09/1910:01 1 cis-1,3-Dichloropropene ND 2.3 ug/m3 10/09/1910:01 1 Carbon disulfide ND 6.2 ug/m3 10/09/19 10:01 1 Eurofins Calscience LLC Page 30 of 49 10/13/2019 QC Sample Results Client: Avocet Environmental Inc Job ID: 570-9370-1 Project/Site: Former Tungsten Carbide Manufacturing SDG: (TCM) Facility / 1623.002 Method: TO-15 - Volatile Organic Compounds in Ambient Air (Continued) Lab Sample ID: BFB 570-24726/1 MB Client Sample ID: Method Blank Matrix: Air Prep Type: Total/NA Analysis Batch: 24726 MB MB Analyte Result Qualifier RL Unit D Prepared Analyzed Dil Fac Carbon tetrachloride ND 3.1 ug/m3 10/09/19 10:01 1 Chlorobenzene ND 2.3 ug/m3 10/09/1910:01 1 Chloroethane ND 1.3 ug/m3 10/09/1910:01 1 Chloroform ND 2.4 ug/m3 10/09/1910:01 1 Chloromethane ND 1.0 ug/m3 10/09/1910:01 1 Dibromochloromethane ND 4.3 ug/m3 10/09/1910:01 1 ' Dichlorodifluoromethane ND 2.5 ug/m3 10/09/1910:01 1 Dichlorotetrafluoroethane ND 14 ug/m3 10/09/1910:01 1 Ethylbenzene ND 2.2 ug/m3 10/09/1910:01 1 Hexachloro-1,3-butadiene ND 16 ug/m3 10/09/1910:01 1 Isopropanol ND 12 ug/m3 10/09/1910:01 1 Methylene Chloride ND 17 ug/m3 10/09/19 10:01 1 Methyl-t-Butyl Ether(MTBE) ND 7.2 ug/m3 10/09/19 10:01 1 n-Butylbenzene ND 8.2 ug/m3 10/09/1910:01 1 o-Xylene ND 2.2 ug/m3 10/09/1910:01 1 m,p-Xylene ND 8.7 ug/m3 10/09/1910:01 1 sec-Butylbenzene ND 8.2 ug/m3 10/09/1910:01 1 Styrene ND 6.4 ug/m3 10/09/1910:01 1 trans-1,2-Dichloroethene ND 2.0 ug/m3 10/09/1910:01 1 trans-1,3-Dichloropropene ND 4.5 ug/m3 10/09/1910:01 1 tert-Butyl benzene ND 8.2 ug/m3 10/09/1910:01 1 Tetrachloroethene ND 3.4 ug/m3 10/09/1910:01 1 Toluene ND 1.9 ug/m3 10/09/1910:01 1 Trichloroethene ND 2.7 ug/m3 10/09/1910:01 1 Trichlorofluoromethane ND 5.6 ug/m3 10/09/1910:01 1 Vinyl acetate ND 7.0 ug/m3 10/09/19 10:01 1 Vinyl chloride ND 1.3 ug/m3 10/09/19 10:01 1 MB MB Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac 1,2-Dichloroethane-d4(Surr) 10/09/19 10:01 1 4-Bromofluorobenzene(Surr) 10/09/19 10:01 1 Toluene-d8(Surr) 10/09/19 10:01 1 Lab Sample ID: MB 570-24726/7 Client Sample ID: Method Blank Matrix: Air Prep Type: Total/NA Analysis Batch: 24726 MB MB Analyte Result Qualifier RL Unit D Prepared Analyzed Dil Fac 1,1,1-Trichloroethane ND 2.7 ug/m3 10/09/1915:34 1 1,1,2,2-Tetrachloroethane ND 6.9 ug/m3 10/09/1915:34 1 1,1,2-Trichloro-1,2,2-trifluoroethane ND 11 ug/m3 10/09/1915:34 1 1,1,2-Trichloroethane ND 2.7 ug/m3 10/09/1915:34 1 1,1-Dichloroethane ND 2.0 ug/m3 10/09/1915:34 1 1,1-Dichloroethene ND 2.0 ug/m3 10/09/1915:34 1 1,1-Difluoroethane ND 5.4 ug/m3 10/09/1915:34 1 1,2,4-Trichlorobenzene ND 15 ug/m3 10/09/1915:34 1 1,2,4-Trimethylbenzene ND 7.4 ug/m3 10/09/1915:34 1 1,2-Dibromo-3-Chloropropane ND 14 ug/m3 10/09/1915:34 1 Eurofins Calscience LLC Page 31 of 49 10/13/2019 QC Sample Results Client: Avocet Environmental Inc Job ID: 570-9370-1 Project/Site: Former Tungsten Carbide Manufacturing SDG: (TCM) Facility / 1623.002 Method: TO-15 - Volatile Organic Compounds in Ambient Air (Continued) Lab Sample ID: MB 570-24726/7 Client Sample ID: Method Blank Matrix: Air Prep Type: Total/NA Analysis Batch: 24726 MB MB Analyte Result Qualifier RL Unit D Prepared Analyzed Dil Fac 1,2-Dibromoethane ND 3.8 ug/m3 10/09/1915:34 1 1,2-Dichlorobenzene ND 3.0 ug/m3 10/09/1915:34 1 1,2-Dichloroethane ND 2.0 ug/m3 10/09/1915:34 1 1,2-Dichloropropane ND 2.3 ug/m3 10/09/1915:34 1 1,3,5-Trimethylbenzene ND 2.5 ug/m3 10/09/1915:34 1 1,3-Dichlorobenzene ND 3.0 ug/m3 10/09/1915:34 1 ' 1,4-Dichlorobenzene ND 3.0 ug/m3 10/09/1915:34 1 2-Butanone ND 4.4 ug/m3 10/09/1915:34 1 2-Hexanone ND 6.1 ug/m3 10/09/1915:34 1 4-Ethyltoluene ND 2.5 ug/m3 10/09/1915:34 1 4-Methyl-2-pentanone ND 6.1 ug/m3 10/09/1915:34 1 Acetone ND 4.8 ug/m3 10/09/1915:34 1 Benzene ND 1.6 ug/m3 10/09/1915:34 1 Benzyl chloride ND 7.8 ug/m3 10/09/19 15:34 1 Bromodi chlo ro methane ND 3.4 ug/m3 10/09/1915:34 1 Bromoform ND 5.2 ug/m3 10/09/1915:34 1 Bromomethane ND 1.9 ug/m3 10/09/1915:34 1 cis-1,2-Dichloroethene ND 2.0 ug/m3 10/09/1915:34 1 cis-1,3-Dichloropropene ND 2.3 ug/m3 10/09/1915:34 1 Carbon disulfide ND 6.2 ug/m3 10/09/19 15:34 1 Carbon tetrachloride ND 3.1 ug/m3 10/09/19 15:34 1 Chlorobenzene ND 2.3 ug/m3 10/09/1915:34 1 Chloroethane ND 1.3 ug/m3 10/09/1915:34 1 Chloroform ND 2.4 ug/m3 10/09/1915:34 1 Chloromethane ND 1.0 ug/m3 10/09/1915:34 1 Dibromochloromethane ND 4.3 ug/m3 10/09/1915:34 1 Dichlorodifluoromethane ND 2.5 ug/m3 10/09/1915:34 1 Dichlorotetrafluoroethane ND 14 ug/m3 10/09/1915:34 1 Ethylbenzene ND 2.2 ug/m3 10/09/1915:34 1 Hexachloro-1,3-butadiene ND 16 ug/m3 10/09/1915:34 1 Isopropanol ND 12 ug/m3 10/09/1915:34 1 Methylene Chloride ND 17 ug/m3 10/09/19 15:34 1 Methyl-t-Butyl Ether(MTBE) ND 7.2 ug/m3 10/09/19 15:34 1 n-Butylbenzene ND 8.2 ug/m3 10/09/1915:34 1 o-Xylene ND 2.2 ug/m3 10/09/1915:34 1 m,p-Xylene ND 8.7 ug/m3 10/09/1915:34 1 sec-Butylbenzene ND 8.2 ug/m3 10/09/1915:34 1 Styrene ND 6.4 ug/m3 10/09/1915:34 1 trans-1,2-Dichloroethene ND 2.0 ug/m3 10/09/1915:34 1 trans-1,3-Dichloropropene ND 4.5 ug/m3 10/09/1915:34 1 tert-Butyl benzene ND 8.2 ug/m3 10/09/1915:34 1 Tetrachloroethene ND 3.4 ug/m3 10/09/1915:34 1 Toluene ND 1.9 ug/m3 10/09/1915:34 1 Trichloroethene ND 2.7 ug/m3 10/09/1915:34 1 Trichlorofluoromethane ND 5.6 ug/m3 10/09/1915:34 1 Vinyl acetate ND 7.0 ug/m3 10/09/19 15:34 1 Vinyl chloride ND 1.3 ug/m3 10/09/19 15:34 1 Eurofins Calscience LLC Page 32 of 49 10/13/2019 QC Sample Results Client: Avocet Environmental Inc Job ID: 570-9370-1 Project/Site: Former Tungsten Carbide Manufacturing SDG: (TCM) Facility / 1623.002 Method: TO-15 - Volatile Organic Compounds in Ambient Air (Continued) Lab Sample ID: MB 570-24726/7 Client Sample ID: Method Blank Matrix: Air Prep Type: Total/NA Analysis Batch: 24726 MB MB Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac 1,2-Dichloroethane-d4(Surr) 100 67-133 10/09/19 15:34 1 4-Bromofluorobenzene(Surr) 92 68-134 10/09/19 15:34 1 Toluene-d8(Surr) 94 70-130 10/09/19 15:34 1 Lab Sample ID: LCS 570-24726/4 Client Sample ID: Lab Control Sample Matrix: Air Prep Type: Total/NA Analysis Batch: 24726 Spike LCS LCS %Rec. Analyte Added Result Qualifier Unit D %Rec Limits 1,1,1-Trichloroethane 136 135.7 ug/m3 99 70-130 1,1,2,2-Tetrachloroethane 172 180.3 ug/m3 105 63-130 1,1,2-Trichloro-1,2,2-trifluoroetha 192 187.4 ug/m3 98 70-136 ne 1,1,2-Trichloroethane 136 150.1 ug/m3 110 70-130 1,1-Dichloroethane 101 122.3 ug/m3 121 70-130 1,1-Dichloroethene 99.1 107.8 ug/m3 109 70-135 1,1-Difluoroethane 67.5 71.10 ug/m3 105 70-131 1,2,4-Trichlorobenzene 186 130.7 ug/m3 70 31-151 1,2,4-Trimethylbenzene 123 129.7 ug/m3 106 60-132 1,2-Dibromo-3-Chloropropane 242 260.4 ug/m3 108 60-140 1,2-Dibromoethane 192 201.3 ug/m3 105 70-133 1,2-Dichlorobenzene 150 162.1 ug/m3 108 48-138 1,2-Dichloroethane 101 103.6 ug/m3 102 70-132 1,2-Dichloropropane 116 133.8 ug/m3 116 70-130 1,3,5-Trimethylbenzene 123 122.7 ug/m3 100 62-130 1,3-Dichlorobenzene 150 161.0 ug/m3 107 56-134 1,4-Dichlorobenzene 150 163.0 ug/m3 108 52-136 2-Butanone 73.7 93.61 ug/m3 127 66-132 2-Hexanone 102 113.5 ug/m3 111 70-136 4-Ethyltoluene 123 129.7 ug/m3 106 68-130 4-Methyl-2-pentanone 102 125.8 ug/m3 123 70-130 Acetone 59.4 66.40 ug/m3 112 67-133 Benzene 79.9 86.56 ug/m3 108 70-130 Benzyl chloride 129 126.8 ug/m3 98 38-158 Bromodi chlo ro methane 168 167.2 ug/m3 100 70-130 Bromoform 258 272.3 ug/m3 105 63-147 Bromomethane 97.1 99.32 ug/m3 102 70-139 cis-1,2-Dichloroethene 99.1 112.3 ug/m3 113 70-130 cis-1,3-Dichloropropene 113 125.6 ug/m3 111 70-130 Carbon disulfide 77.9 92.69 ug/m3 119 68-146 Carbon tetrachloride 157 159.9 ug/m3 102 70-136 Chlorobenzene 115 122.5 ug/m3 106 70-130 Chloroethane 66.0 73.74 ug/m3 112 65-149 Chloroform 122 129.6 ug/m3 106 70-130 Chloromethane 51.6 61.36 ug/m3 119 69-141 Dibromochloromethane 213 221.5 ug/m3 104 70-138 Dichlorodifluoromethane 124 121.4 ug/m3 98 67-139 Dichlorotetrafluoroethane 175 186.2 ug/m3 107 51-135 Ethylbenzene 109 115.0 ug/m3 106 70-130 Eurofins Calscience LLC Page 33 of 49 10/13/2019 QC Sample Results Client: Avocet Environmental Inc Job ID: 570-9370-1 Project/Site: Former Tungsten Carbide Manufacturing SDG: (TCM) Facility / 1623.002 Method: TO-15 - Volatile Organic Compounds in Ambient Air (Continued) Lab Sample ID: LCS 570-24726/4 Client Sample ID: Lab Control Sample Matrix: Air Prep Type: Total/NA Analysis Batch: 24726 Spike LCS LCS %Rec. Analyte Added Result Qualifier Unit D %Rec Limits Hexachloro-1,3-butadiene 267 190.6 ug/m3 71 44-146 Isopropanol 61.5 52.73 ug/m3 86 57-135 Methylene Chloride 86.8 93.83 ug/m3 108 69-130 Methyl-t-Butyl Ether(MTBE) 90.1 94.84 ug/m3 105 68-130 n-Butylbenzene 137 147.7 ug/m3 108 50-150 o-Xylene 109 115.5 ug/m3 106 69-130 ' m,p-Xylene 217 225.3 ug/m3 104 70-132 sec-Butylbenzene 137 141.9 ug/m3 103 50-150 Styrene 106 117.7 ug/m3 111 65-131 trans-1,2-Dichloroethene 99.1 112.1 ug/m3 113 70-130 trans-1,3-Dichloropropene 113 119.4 ug/m3 105 70-147 tert-Butyl benzene 137 151.1 ug/m3 110 50-150 Tetrachloroethene 170 171.1 ug/m3 101 70-130 Toluene 94.2 102.9 ug/m3 109 70-130 Trichloroethene 134 130.9 ug/m3 97 70-130 Trichlorofluoromethane 140 144.9 ug/m3 103 63-141 Vinyl acetate 88.0 109.4 ug/m3 124 58-130 Vinyl chloride 63.9 64.65 ug/m3 101 70-134 LCS LCS Surrogate %Recovery Qualifier Limits 1,2-Dichloroethane-d4(Surr) 92 67-133 4-Bromofluorobenzene(Surr) 98 68-134 Toluene-d8(Surr) 103 70-130 Lab Sample ID: LCSD 570-24726/5 Client Sample ID: Lab Control Sample Dup Matrix: Air Prep Type: Total/NA Analysis Batch: 24726 Spike LCSD LCSD %Rec. RPD Analyte Added Result Qualifier Unit D %Rec Limits RPD Limit 1,1,1-Trichloroethane 136 127.3 ug/m3 93 70-130 6 30 1,1,2,2-Tetrachloroethane 172 182.4 ug/m3 106 63-130 1 30 1,1,2-Trichloro-1,2,2-trifluoroetha 192 178.5 ug/m3 93 70-136 5 30 ne 1,1,2-Trichloroethane 136 138.7 ug/m3 102 70-130 8 30 1,1-Dichloroethane 101 114.1 ug/m3 113 70-130 7 30 1,1-Dichloroethene 99.1 104.3 ug/m3 105 70-135 3 30 1,1-Difluoroethane 67.5 56.84 ug/m3 84 70-131 22 30 1,2,4-Trichlorobenzene 186 132.3 ug/m3 71 31-151 1 30 1,2,4-Trimethylbenzene 123 136.3 ug/m3 111 60-132 5 30 1,2-Dibromo-3-Chloropropane 242 272.3 ug/m3 113 60-140 4 35 1,2-Dibromoethane 192 209.0 ug/m3 109 70-133 4 30 1,2-Dichlorobenzene 150 159.5 ug/m3 106 48-138 2 30 1,2-Dichloroethane 101 103.5 ug/m3 102 70-132 0 30 1,2-Dichloropropane 116 127.6 ug/m3 110 70-130 5 30 1,3,5-Trimethylbenzene 123 127.0 ug/m3 103 62-130 3 30 1,3-Dichlorobenzene 150 157.1 ug/m3 105 56-134 2 30 1,4-Dichlorobenzene 150 152.7 ug/m3 102 52-136 7 30 2-Butanone 73.7 87.22 ug/m3 118 66-132 7 30 2-Hexanone 102 117.1 ug/m3 114 70-136 3 30 Eurofins Calscience LLC Page 34 of 49 10/13/2019 QC Sample Results Client: Avocet Environmental Inc Job ID: 570-9370-1 Project/Site: Former Tungsten Carbide Manufacturing SDG: (TCM) Facility / 1623.002 Method: TO-15 - Volatile Organic Compounds in Ambient Air (Continued) Lab Sample ID: LCSD 570-24726/5 Client Sample ID: Lab Control Sample Dup Matrix: Air Prep Type: Total/NA Analysis Batch: 24726 Spike LCSD LCSD %Rec. RPD Analyte Added Result Qualifier Unit D %Rec Limits RPD Limit 4-Ethyltoluene 123 130.0 ug/m3 106 68-130 0 30 4-Methyl-2-pentanone 102 114.6 ug/m3 112 70-130 9 30 Acetone 59.4 78.09 ug/m3 132 67-133 16 30 Benzene 79.9 92.01 ug/m3 115 70-130 6 30 Benzyl chloride 129 126.5 ug/m3 98 38-158 0 30 Bromodi chlo ro methane 168 158.2 ug/m3 94 70-130 6 30 ' Bromoform 258 273.9 ug/m3 106 63-147 1 30 Bromomethane 97.1 103.3 ug/m3 106 70-139 4 30 cis-1,2-Dichloroethene 99.1 111.4 ug/m3 112 70-130 1 30 cis-1,3-Dichloropropene 113 118.9 ug/m3 105 70-130 5 30 Carbon disulfide 77.9 88.04 ug/m3 113 68-146 5 30 Carbon tetrachloride 157 155.9 ug/m3 99 70-136 3 30 Chlorobenzene 115 121.9 ug/m3 106 70-130 0 30 Chloroethane 66.0 53.33 ug/m3 81 65-149 32 30 Chloroform 122 129.4 ug/m3 106 70-130 0 30 Chloromethane 51.6 59.64 ug/m3 116 69-141 3 30 Dibromochloromethane 213 230.2 ug/m3 108 70-138 4 30 Dichlorodifluoromethane 124 123.7 ug/m3 100 67-139 2 30 Dichlorotetrafluoroethane 175 155.6 ug/m3 89 51-135 18 30 Ethylbenzene 109 121.7 ug/m3 112 70-130 6 30 Hexachloro-1,3-butadiene 267 193.6 ug/m3 73 44-146 2 30 Isopropanol 61.5 65.49 ug/m3 107 57-135 22 30 Methylene Chloride 86.8 88.30 ug/m3 102 69-130 6 30 Methyl-t-Butyl Ether(MTBE) 90.1 85.70 ug/m3 95 68-130 10 30 n-Butylbenzene 137 147.7 ug/m3 108 50-150 0 30 o-Xylene 109 118.6 ug/m3 109 69-130 3 30 m,p-Xylene 217 224.1 ug/m3 103 70-132 1 30 sec-Butylbenzene 137 135.6 ug/m3 99 50-150 5 30 Styrene 106 116.7 ug/m3 110 65-131 1 30 trans-1,2-Dichloroethene 99.1 112.6 ug/m3 114 70-130 0 30 trans-1,3-Dichloropropene 113 117.5 ug/m3 104 70-147 2 30 tert-Butyl benzene 137 153.8 ug/m3 112 50-150 2 30 Tetrachloroethene 170 176.6 ug/m3 104 70-130 3 30 Toluene 94.2 103.6 ug/m3 110 70-130 1 30 Trichloroethene 134 140.2 ug/m3 104 70-130 7 30 Trichlorofluoromethane 140 153.1 ug/m3 109 63-141 6 30 Vinyl acetate 88.0 104.1 ug/m3 118 58-130 5 30 Vinyl chloride 63.9 62.88 ug/m3 98 70-134 3 30 LCSD LCSD Surrogate %Recovery Qualifier Limits 1,2-Dichloroethane-d4(Surr) 89 67-133 4-Bromofluorobenzene(Surr) 99 68-134 Toluene-d8(Surr) 100 70-130 Eurofins Calscience LLC Page 35 of 49 10/13/2019 QC Sample Results Client: Avocet Environmental Inc Job ID: 570-9370-1 Project/Site: Former Tungsten Carbide Manufacturing SDG: (TCM) Facility / 1623.002 Method: TO-15 - Volatile Organic Compounds in Ambient Air (Continued) Lab Sample ID: MB 570-24941/7 Client Sample ID: Method Blank Matrix: Air Prep Type: Total/NA Analysis Batch: 24941 MB MB Analyte Result Qualifier RL Unit D Prepared Analyzed Dil Fac 1,1,1-Trichloroethane ND 2.7 ug/m3 10/10/1915:14 1 1,1,2,2-Tetrachloroethane ND 6.9 ug/m3 10/10/1915:14 1 1,1,2-Trichloro-1,2,2-trifluoroethane ND 11 ug/m3 10/10/1915:14 1 1,1,2-Trichloroethane ND 2.7 ug/m3 10/10/1915:14 1 1,1-Dichloroethane ND 2.0 ug/m3 10/10/1915:14 1 1,1-Dichloroethene ND 2.0 ug/m3 10/10/1915:14 1 1,1-Difluoroethane ND 5.4 ug/m3 10/10/1915:14 1 1,2,4-Trichlorobenzene ND 15 ug/m3 10/10/1915:14 1 1,2,4-Trimethylbenzene ND 7.4 ug/m3 10/10/1915:14 1 1,2-Dibromo-3-Chloropropane ND 14 ug/m3 10/10/1915:14 1 1,2-Dibromoethane ND 3.8 ug/m3 10/10/1915:14 1 1,2-Dichlorobenzene ND 3.0 ug/m3 10/10/1915:14 1 1,2-Dichloroethane ND 2.0 ug/m3 10/10/1915:14 1 1,2-Dichloropropane ND 2.3 ug/m3 10/10/1915:14 1 1,3,5-Trimethylbenzene ND 2.5 ug/m3 10/10/1915:14 1 1,3-Dichlorobenzene ND 3.0 ug/m3 10/10/1915:14 1 1,4-Dichlorobenzene ND 3.0 ug/m3 10/10/1915:14 1 2-Butanone ND 4.4 ug/m3 10/10/1915:14 1 2-Hexanone ND 6.1 ug/m3 10/10/1915:14 1 4-Ethyltoluene ND 2.5 ug/m3 10/10/1915:14 1 4-Methyl-2-pentanone ND 6.1 ug/m3 10/10/1915:14 1 Acetone ND 4.8 ug/m3 10/10/1915:14 1 Benzene ND 1.6 ug/m3 10/10/1915:14 1 Benzyl chloride ND 7.8 ug/m3 10/10/19 15:14 1 Bromodi chlo ro methane ND 3.4 ug/m3 10/10/1915:14 1 Bromoform ND 5.2 ug/m3 10/10/1915:14 1 Bromomethane ND 1.9 ug/m3 10/10/1915:14 1 cis-1,2-Dichloroethene ND 2.0 ug/m3 10/10/1915:14 1 cis-1,3-Dichloropropene ND 2.3 ug/m3 10/10/1915:14 1 Carbon disulfide ND 6.2 ug/m3 10/10/19 15:14 1 Carbon tetrachloride ND 3.1 ug/m3 10/10/19 15:14 1 Chlorobenzene ND 2.3 ug/m3 10/10/1915:14 1 Chloroethane ND 1.3 ug/m3 10/10/1915:14 1 Chloroform ND 2.4 ug/m3 10/10/1915:14 1 Chloromethane ND 1.0 ug/m3 10/10/1915:14 1 Dibromochloromethane ND 4.3 ug/m3 10/10/1915:14 1 Dichlorodifluoromethane ND 2.5 ug/m3 10/10/1915:14 1 Dichlorotetrafluoroethane ND 14 ug/m3 10/10/1915:14 1 Ethylbenzene ND 2.2 ug/m3 10/10/1915:14 1 Hexachloro-1,3-butadiene ND 16 ug/m3 10/10/1915:14 1 Isopropanol ND 12 ug/m3 10/10/1915:14 1 Methylene Chloride ND 17 ug/m3 10/10/19 15:14 1 Methyl-t-Butyl Ether(MTBE) ND 7.2 ug/m3 10/10/19 15:14 1 n-Butylbenzene ND 8.2 ug/m3 10/10/1915:14 1 o-Xylene ND 2.2 ug/m3 10/10/1915:14 1 m,p-Xylene ND 8.7 ug/m3 10/10/1915:14 1 sec-Butylbenzene ND 8.2 ug/m3 10/10/1915:14 1 Styrene ND 6.4 ug/m3 10/10/1915:14 1 Eurofins Calscience LLC Page 36 of 49 10/13/2019 QC Sample Results Client: Avocet Environmental Inc Job ID: 570-9370-1 Project/Site: Former Tungsten Carbide Manufacturing SDG: (TCM) Facility / 1623.002 Method: TO-15 - Volatile Organic Compounds in Ambient Air (Continued) Lab Sample ID: MB 570-24941/7 Client Sample ID: Method Blank Matrix: Air Prep Type: Total/NA Analysis Batch: 24941 MB MB Analyte Result Qualifier RL Unit D Prepared Analyzed Dil Fac trans-1,2-Dichloroethene ND 2.0 ug/m3 10/10/1915:14 1 trans-1,3-Dichloropropene ND 4.5 ug/m3 10/10/1915:14 1 tert-Butyl benzene ND 8.2 ug/m3 10/10/1915:14 1 Tetrachloroethene ND 3.4 ug/m3 10/10/1915:14 1 Toluene ND 1.9 ug/m3 10/10/1915:14 1 Trichloroethene ND 2.7 ug/m3 10/10/1915:14 1 ' Trichlorofluoromethane ND 5.6 ug/m3 10/10/1915:14 1 Vinyl acetate ND 7.0 ug/m3 10/10/19 15:14 1 Vinyl chloride ND 1.3 ug/m3 10/10/19 15:14 1 MB MB Surrogate %Recovery Qualifier Limits Prepared Analyzed Dil Fac 1,2-Dichloroethane-d4(Surr) 87 67-133 10/10/19 15:14 1 4-Bromofluorobenzene(Surr) 85 68-134 10/10/19 15:14 1 Toluene-d8(Surr) 105 70-130 10/10/19 15:14 1 Lab Sample ID: LCS 570-24941/4 Client Sample ID: Lab Control Sample Matrix: Air Prep Type: Total/NA Analysis Batch: 24941 Spike LCS LCS %Rec. Analyte Added Result Qualifier Unit D %Rec Limits 1,1,1-Trichloroethane 136 112.4 ug/m3 82 70-130 1,1,2,2-Tetrachloroethane 172 141.2 ug/m3 82 63-130 1,1,2-Trichloro-1,2,2-trifluoroetha 192 170.3 ug/m3 89 70-136 ne 1,1,2-Trichloroethane 136 136.6 ug/m3 100 70-130 1,1-Dichloroethane 101 102.8 ug/m3 102 70-130 1,1-Dichloroethene 99.1 86.37 ug/m3 87 70-135 1,1-Difluoroethane 67.5 71.03 ug/m3 105 70-131 1,2,4-Trichlorobenzene 186 188.4 ug/m3 102 31-151 1,2,4-Trimethylbenzene 123 115.1 ug/m3 94 60-132 1,2-Dibromo-3-Chloropropane 242 267.6 ug/m3 111 60-140 1,2-Dibromoethane 192 157.8 ug/m3 82 70-133 1,2-Dichlorobenzene 150 138.2 ug/m3 92 48-138 1,2-Dichloroethane 101 85.70 ug/m3 85 70-132 1,2-Dichloropropane 116 116.4 ug/m3 101 70-130 1,3,5-Trimethylbenzene 123 102.7 ug/m3 84 62-130 1,3-Dichlorobenzene 150 140.8 ug/m3 94 56-134 1,4-Dichlorobenzene 150 140.2 ug/m3 93 52-136 2-Butanone 73.7 83.19 ug/m3 113 66-132 2-Hexanone 102 101.2 ug/m3 99 70-136 4-Ethyltoluene 123 115.7 ug/m3 94 68-130 4-Methyl-2-pentanone 102 114.7 ug/m3 112 70-130 Acetone 59.4 68.27 ug/m3 115 67-133 Benzene 79.9 72.78 ug/m3 91 70-130 Benzyl chloride 129 120.2 ug/m3 93 38-158 Bromodi chlo ro methane 168 138.5 ug/m3 83 70-130 Bromoform 258 232.9 ug/m3 90 63-147 Bromomethane 97.1 90.32 ug/m3 93 70-139 cis-1,2-Dichloroethene 99.1 100.9 ug/m3 102 70-130 Eurofins Calscience LLC Page 37 of 49 10/13/2019 QC Sample Results Client: Avocet Environmental Inc Job ID: 570-9370-1 Project/Site: Former Tungsten Carbide Manufacturing SDG: (TCM) Facility / 1623.002 Method: TO-15 - Volatile Organic Compounds in Ambient Air (Continued) Lab Sample ID: LCS 570-24941/4 Client Sample ID: Lab Control Sample Matrix: Air Prep Type: Total/NA Analysis Batch: 24941 Spike LCS LCS %Rec. Analyte Added Result Qualifier Unit D %Rec Limits cis-1,3-Dichloropropene 113 115.0 ug/m3 101 70-130 Carbon disulfide 77.9 70.36 ug/m3 90 68-146 Carbon tetrachloride 157 154.4 ug/m3 98 70-136 Chlorobenzene 115 98.82 ug/m3 86 70-130 Chloroethane 66.0 60.52 ug/m3 92 65-149 Chloroform 122 117.5 ug/m3 96 70-130 ' Chloromethane 51.6 50.09 ug/m3 97 69-141 Dibromochloromethane 213 196.5 ug/m3 92 70-138 Dichlorodifluoromethane 124 116.0 ug/m3 94 67-139 Dichlorotetrafluoroethane 175 146.5 ug/m3 84 51-135 Ethylbenzene 109 100.5 ug/m3 93 70-130 Hexachloro-1,3-butadiene 267 235.4 ug/m3 88 44-146 Isopropanol 61.5 70.11 ug/m3 114 57-135 Methylene Chloride 86.8 78.14 ug/m3 90 69-130 Methyl-t-Butyl Ether(MTBE) 90.1 85.66 ug/m3 95 68-130 n-Butylbenzene 137 133.3 ug/m3 97 50-150 o-Xylene 109 84.08 ug/m3 77 69-130 m,p-Xylene 217 185.2 ug/m3 85 70-132 sec-Butylbenzene 137 113.1 ug/m3 82 50-150 Styrene 106 104.6 ug/m3 98 65-131 trans-1,2-Dichloroethene 99.1 93.76 ug/m3 95 70-130 trans-1,3-Dichloropropene 113 111.4 ug/m3 98 70-147 tert-Butyl benzene 137 128.4 ug/m3 94 50-150 Tetrachloroethene 170 156.0 ug/m3 92 70-130 Toluene 94.2 73.80 ug/m3 78 70-130 Trichloroethene 134 117.1 ug/m3 87 70-130 Trichlorofluoromethane 140 136.2 ug/m3 97 63-141 Vinyl acetate 88.0 102.9 ug/m3 117 58-130 Vinyl chloride 63.9 59.34 ug/m3 93 70-134 LCS LCS Surrogate %Recovery Qualifier Limits 1,2-Dichloroethane-d4(Surr) 96 67-133 4-Bromofluorobenzene(Surr) 90 68-134 Toluene-d8(Surr) 90 70-130 Lab Sample ID: LCSD 570-24941/5 Client Sample ID: Lab Control Sample Dup Matrix: Air Prep Type: Total/NA Analysis Batch: 24941 Spike LCSD LCSD %Rec. RPD Analyte Added Result Qualifier Unit D %Rec Limits RPD Limit 1,1,1-Trichloroethane 136 111.9 ug/m3 82 70-130 0 30 1,1,2,2-Tetrachloroethane 172 157.7 ug/m3 92 63-130 11 30 1,1,2-Trichloro-1,2,2-trifluoroetha 192 170.1 ug/m3 89 70-136 0 30 ne 1,1,2-Trichloroethane 136 127.8 ug/m3 94 70-130 7 30 1,1-Dichloroethane 101 95.71 ug/m3 95 70-130 7 30 1,1-Dichloroethene 99.1 97.79 ug/m3 99 70-135 12 30 1,1-Difluoroethane 67.5 67.45 ug/m3 100 70-131 5 30 1,2,4-Trichlorobenzene 186 198.2 ug/m3 107 31-151 5 30 Eurofins Calscience LLC Page 38 of 49 10/13/2019 QC Sample Results Client: Avocet Environmental Inc Job ID: 570-9370-1 Project/Site: Former Tungsten Carbide Manufacturing SDG: (TCM) Facility / 1623.002 Method: TO-15 - Volatile Organic Compounds in Ambient Air (Continued) Lab Sample ID: LCSD 570-24941/5 Client Sample ID: Lab Control Sample Dup Matrix: Air Prep Type: Total/NA Analysis Batch: 24941 Spike LCSD LCSD %Rec. RPD Analyte Added Result Qualifier Unit D %Rec Limits RPD Limit 1,2,4-Trimethylbenzene 123 117.8 ug/m3 96 60-132 2 30 1,2-Dibromo-3-Chloropropane 242 267.7 ug/m3 111 60-140 0 35 1,2-Dibromoethane 192 171.2 ug/m3 89 70-133 8 30 1,2-Dichlorobenzene 150 139.7 ug/m3 93 48-138 1 30 1,2-Dichloroethane 101 90.81 ug/m3 90 70-132 6 30 1,2-Dichloropropane 116 105.1 ug/m3 91 70-130 10 30 ' 1,3,5-Trimethylbenzene 123 106.6 ug/m3 87 62-130 4 30 1,3-Dichlorobenzene 150 142.2 ug/m3 95 56-134 1 30 1,4-Dichlorobenzene 150 154.0 ug/m3 102 52-136 9 30 2-Butanone 73.7 80.67 ug/m3 109 66-132 3 30 2-Hexanone 102 103.0 ug/m3 101 70-136 2 30 4-Ethyltoluene 123 116.0 ug/m3 94 68-130 0 30 4-Methyl-2-pentanone 102 112.1 ug/m3 109 70-130 2 30 Acetone 59.4 61.37 ug/m3 103 67-133 11 30 Benzene 79.9 70.43 ug/m3 88 70-130 3 30 Benzyl chloride 129 123.6 ug/m3 95 38-158 3 30 Bromodi chlo ro methane 168 136.6 ug/m3 82 70-130 1 30 Bromoform 258 251.9 ug/m3 97 63-147 8 30 Bromomethane 97.1 87.82 ug/m3 90 70-139 3 30 cis-1,2-Dichloroethene 99.1 98.84 ug/m3 100 70-130 2 30 cis-1,3-Dichloropropene 113 108.0 ug/m3 95 70-130 6 30 Carbon disulfide 77.9 70.86 ug/m3 91 68-146 1 30 Carbon tetrachloride 157 143.7 ug/m3 91 70-136 7 30 Chlorobenzene 115 105.7 ug/m3 92 70-130 7 30 Chloroethane 66.0 70.09 ug/m3 106 65-149 15 30 Chloroform 122 102.4 ug/m3 84 70-130 14 30 Chloromethane 51.6 49.31 ug/m3 96 69-141 2 30 Dibromochloromethane 213 200.2 ug/m3 94 70-138 2 30 Dichlorodifluoromethane 124 103.8 ug/m3 84 67-139 11 30 Dichlorotetrafluoroethane 175 155.2 ug/m3 89 51-135 6 30 Ethylbenzene 109 101.7 ug/m3 94 70-130 1 30 Hexachloro-1,3-butadiene 267 244.2 ug/m3 92 44-146 4 30 Isopropanol 61.5 66.03 ug/m3 107 57-135 6 30 Methylene Chloride 86.8 84.31 ug/m3 97 69-130 8 30 Methyl-t-Butyl Ether(MTBE) 90.1 70.78 ug/m3 79 68-130 19 30 n-Butylbenzene 137 124.2 ug/m3 90 50-150 7 30 o-Xylene 109 95.94 ug/m3 88 69-130 13 30 m,p-Xylene 217 205.4 ug/m3 95 70-132 10 30 sec-Butylbenzene 137 124.5 ug/m3 91 50-150 10 30 Styrene 106 104.6 ug/m3 98 65-131 0 30 trans-1,2-Dichloroethene 99.1 92.87 ug/m3 94 70-130 1 30 trans-1,3-Dichloropropene 113 109.6 ug/m3 97 70-147 2 30 tert-Butyl benzene 137 135.2 ug/m3 98 50-150 5 30 Tetrachloroethene 170 135.5 ug/m3 80 70-130 14 30 Toluene 94.2 75.36 ug/m3 80 70-130 2 30 Trichloroethene 134 108.5 ug/m3 81 70-130 8 30 Trichlorofluoromethane 140 125.9 ug/m3 90 63-141 8 30 Vinyl acetate 88.0 99.62 ug/m3 113 58-130 3 30 Vinyl chloride 63.9 50.72 ug/m3 79 70-134 16 30 Eurofins Calscience LLC Page 39 of 49 10/13/2019 QC Sample Results Client: Avocet Environmental Inc Job ID: 570-9370-1 Project/Site: Former Tungsten Carbide Manufacturing SDG: (TCM) Facility/ 1623.002 Method: TO-15 -Volatile Organic Compounds in Ambient Air(Continued) LCSD LCSD Surrogate %Recovery Qualifier Limits pati, 1,2-Dichloroethane-d4(Surr) 86 67-133 4-Bromofluorobenzene(Surr) 96 68-134 Toluene-d8(Surr) 95 70-130 i I I I I�I I I I I I I I I Ilii l Eurofins Calscience LLC Page 40 of 49 10/13/2019 QC Association Summary Client: Avocet Environmental Inc Job ID: 570-9370-1 Project/Site: Former Tungsten Carbide Manufacturing SDG: (TCM) Facility / 1623.002 Air - GC/MS VOA Analysis Batch: 24459 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch 570-9370-1 SV-1_5 Total/NA Air TO-15 570-9370-2 SV-2_5 Total/NA Air TO-15 570-9370-3 SV-3-5 Total/NA Air TO-15 570-9370-4 SV-4_5 Total/NA Air TO-15 570-9370-5 SV-5_5 Total/NA Air TO-15 570-9370-6 SV-6_5 Total/NA Air TO-15 570-9370-7 SV-7_5 Total/NA Air TO-15 570-9370-8 SV-8_5 Total/NA Air TO-15 570-9370-8-DL SV-8_5 Total/NA Air TO-15 570-9370-8-D1-2 SV-8 5 Total/NA Air TO-15 �. 570-9370-9 AmbAir Total/NA Air TO-15 MB 570-24459/1005 Method Blank Total/NA Air TO-15 LCS 570-24459/3 Lab Control Sample Total/NA Air TO-15 LCSD 570-24459/4 Lab Control Sample Dup Total/NA Air TO-15 Analysis Batch: 24620 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch 570-9370-7-DL SV-7_5 Total/NA Air TO-15 MB 570-24620/8 Method Blank Total/NA Air TO-15 LCS 570-24620/3 Lab Control Sample Total/NA Air TO-15 LCSD 570-24620/4 Lab Control Sample Dup Total/NA Air TO-15 Analysis Batch: 24726 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch 570-9370-2-DL SV-2_5 Total/NA Air TO-15 BFB 570-24726/1 MB Method Blank Total/NA Air TO-15 MB 570-24726/7 Method Blank Total/NA Air TO-15 LCS 570-24726/4 Lab Control Sample Total/NA Air TO-15 LCSD 570-24726/5 Lab Control Sample Dup Total/NA Air TO-15 Analysis Batch: 24941 Lab Sample ID Client Sample ID Prep Type Matrix Method Prep Batch 570-9370-6-DL SV-6_5 Total/NA Air TO-15 MB 570-24941/7 Method Blank Total/NA Air TO-15 LCS 570-24941/4 Lab Control Sample Total/NA Air TO-15 �LCSD 570-24941/5 Lab Control Sample Dup Total/NA Air TO-15 Eurofins Calscience LLC Page 41 of 49 10/13/2019 Lab Chronicle Client: Avocet Environmental Inc Job ID: 570-9370-1 Project/Site: Former Tungsten Carbide Manufacturing SDG: (TCM) Facility / 1623.002 Client Sample ID: SV-1_5 Lab Sample ID: 570-9370-1 Date Collected: 10/07/19 10:30 Matrix: Air Date Received: 10/07/19 13:05 Batch Batch Dil Initial Final Batch Prepared Prep Type Type Method Run Factor Amount Amount Number or Analyzed Analyst Lab Total/NA Analysis TO-15 1 400 mL 400 mL 24459 10/08/19 20:26 V2NZ ECL 2 Instrument ID: GCMSZZ Client Sample ID: SV-2_5 Lab Sample ID: 570-9370-2 Date Collected: 10/07/19 12:20 Matrix: Air Date Received: 10/07/19 13:05 Batch Batch Dil Initial Final Batch Prepared Prep Type Type Method Run Factor Amount Amount Number or Analyzed Analyst Lab Total/NA Analysis TO-15 DL 2.71 400 mL 400 mL 24726 10/09/19 16:23 UPY2 ECL 2 Instrument ID: GCMSAA Total/NA Analysis TO-15 1 400 mL 400 mL 24459 10/08/19 21:22 V2NZ ECL 2 Instrument ID: GCMSZZ Client Sample ID: SV-3_5 Lab Sample ID: 570-9370-3 Date Collected: 10/07/19 10:10 Matrix: Air Date Received: 10/07/19 13:05 Batch Batch Dil Initial Final Batch Prepared Prep Type Type Method Run Factor Amount Amount Number or Analyzed Analyst Lab Total/NA Analysis TO-15 1.064 400 mL 400 mL 24459 10/08/19 22:36 V2NZ ECL 2 Instrument ID: GCMSZZ Client Sample ID: SV-4_5 Lab Sample ID: 570-9370-4 Date Collected: 10/07/19 09:50 Matrix: Air Date Received: 10/07/19 13:05 Batch Batch Dil Initial Final Batch Prepared Prep Type Type Method Run Factor Amount Amount Number or Analyzed Analyst Lab Total/NA Analysis TO-15 1.05 400 mL 400 mL 24459 10/08/19 23:50 V2NZ ECL 2 Instrument ID: GCMSZZ Client Sample ID: SV-5_5 Lab Sample ID: 570-9370-5 Date Collected: 10/07/19 10:50 Matrix: Air Date Received: 10/07/19 13:05 Batch Batch Dil Initial Final Batch Prepared Prep Type Type Method Run Factor Amount Amount Number or Analyzed Analyst Lab Total/NA Analysis TO-15 1 400 mL 400 mL 24459 10/09/19 00:52 V2NZ ECL 2 Instrument ID: GCMSZZ Client Sample ID: SV-6_5 Lab Sample ID: 570-9370-6 Date Collected: 10/07/19 11:15 Matrix: Air Date Received: 10/07/19 13:05 Batch Batch Dil Initial Final Batch Prepared Prep Type Type Method Run Factor Amount Amount Number or Analyzed Analyst Lab Total/NA Analysis TO-15 DL 5.64 400 mL 400 mL 24941 10/10/1917:41 UPY2 ECL 2 Instrument ID: GCMSAA Total/NA Analysis TO-15 1 400 mL 400 mL 24459 10/09/19 02:06 V2NZ ECL 2 Instrument ID: GCMSZZ Eurofins Calscience LLC Page 42 of 49 10/13/2019 Lab Chronicle Client: Avocet Environmental Inc Job ID: 570-9370-1 Project/Site: Former Tungsten Carbide Manufacturing SDG: (TCM) Facility / 1623.002 Client Sample ID: SV-7_5 Lab Sample ID: 570-9370-7 Date Collected: 10/07/19 11:55 Matrix: Air Date Received: 10/07/19 13:05 Batch Batch Dil Initial Final Batch Prepared Prep Type Type Method Run Factor Amount Amount Number or Analyzed Analyst Lab Total/NA Analysis TO-15 DL 5.52 400 mL 400 mL 24620 161164"3M V2NZ ECL 2 Instrument ID: GCMSHH Total/NA Analysis TO-15 1 400 mL 400 mL 24459 10/09/19 03:05 V2NZ ECL 2 Instrument ID: GCMSZZ Client Sample ID: SV-8_5 Lab Sample ID: 570-9370-8 Date Collected: 10/07/19 11:40 Matrix: Air Date Received: 10/07/19 13:05 Batch Batch Dil Initial Final Batch Prepared Prep Type Type Method Run Factor Amount Amount Number or Analyzed Analyst Lab Total/NA Analysis TO-15 1.008 400 mL 400 mL 24459 10/09/19 04:18 V2NZ ECL 2 Instrument ID: GCMSZZ Total/NA Analysis TO-15 DL 40 400 mL 400 mL 24459 10/09/19 05:02 V2NZ ECL 2 Instrument ID: GCMSZZ Total/NA Analysis TO-15 D1-2 203 400 mL 400 mL 24459 10/09/19 10:11 V2NZ ECL 2 Instrument ID: GCMSZZ Client Sample ID: AmbAir Lab Sample ID: 570-9370-9 Date Collected: 10/07/19 12:10 Matrix: Air Date Received: 10/07/19 13:05 Batch Batch Dil Initial Final Batch Prepared Prep Type Type Method Run Factor Amount Amount Number or Analyzed Analyst Lab Total/NA Analysis TO-15 1.036 400 mL 400 mL 24459 10/08/19 19:26 V2NZ ECL 2 Instrument ID: GCMSZZ Laboratory References: ECL 2=Eurofins Calscience LLC Lampson,7445 Lampson Ave,Garden Grove,CA 92841,TEL(714)895-5494 Eurofins Calscience LLC Page 43 of 49 10/13/2019 Accreditation/Certification Summary Client: Avocet Environmental Inc Job ID: 570-9370-1 Project/Site: Former Tungsten Carbide Manufacturing SDG: (TCM) Facility/ 1623.002 Laboratory: Eurofins Calscience LLC All accreditations/certifications held by this laboratory are listed. Not all accreditations/certifications are applicable to this report. Authority Program Identification Number Expiration Date Arizona State AZ0781 03-13-20 California SCAQMD LAP 17LA0919 11-30-19 California State 2944 09-29-20 Guam State 19-004R 10-31-19 Hawaii State <cert No.> 07-02-20 Nevada State CA00111 07-31-20 Oregon N ELAP CA300001 01-29-20 Washington State C916-18 10-11-19 Eurofins Calscience LLC Page 44 of 49 10/13/2019 Method Summary Client: Avocet Environmental Inc Job ID: 570-9370-1 Project/Site: Former Tungsten Carbide Manufacturing SDG: (TCM) Facility / 1623.002 Method Method Description Protocol Laboratory TO-15 Volatile Organic Compounds in Ambient Air EPA ECL 2 Protocol References: EPA= US Environmental Protection Agency Laboratory References: ECL 2=Eurofins Calscience LLC Lampson,7445 Lampson Ave,Garden Grove,CA 92841,TEL(714)895-5494 Eurofins Calscience LLC Page 45 of 49 10/13/2019 Sample Summary Client: Avocet Environmental Inc Job ID: 570-9370-1 Project/Site: Former Tungsten Carbide Manufacturing SDG: (TCM) Facility / 1623.002 Lab Sample ID Client Sample ID Matrix Collected Received Asset ID 570-9370-1 SV-1_5 Air 10/07/19 10:30 10/07/19 13:05 Air Canister(1-Liter)#1_C1 081 570-9370-2 SV-2_5 Air 10/07/19 12:20 10/07/19 13:05 Air Canister(1-Liter)#LC229 570-9370-3 SV-3_5 Air 10/07/19 10:10 10/07/19 13:05 Air Canister(1-Liter)#LC416 570-9370-4 SV-4_5 Air 10/07/19 09:50 10/07/19 13:05 Air Canister(1-Liter)#1_C1 96 570-9370-5 SV-5_5 Air 10/07/19 10:50 10/07/19 13:05 Air Canister(1-Liter)#1_C1 059 570-9370-6 SV-6_5 Air 10/07/19 11:15 10/07/19 13:05 Air Canister(1-Liter)#LC039 570-9370-7 SV-7_5 Air 10/07/19 11:55 10/07/19 13:05 Air Canister(1-Liter)#1_C1 037 570-9370-8 SV-8_5 Air 10/07/19 11:40 10/07/19 13:05 Air Canister(1-Liter)#1_C1 108 570-9370-9 AmbAir Air 10/07/19 12:10 10/07/19 13:05 Air Canister(1-Liter)#LC289 Eurofins Calscience LLC Page 46 of 49 10/13/2019 n I 1 LO 1%, I f , ui I I I f I i 1 i w I i � - - -- -- - c � O J10 r + I ! c c I G 7 O rn I Q kn C I ti N , V 1 — a mb 4 DI U i a( � -61iE O! E a : i r- i - _L_ U. CL ten► f`) � � _— — _ . , u5!; I I I ' f ; f -p E E 10 Z ti m Z d ID .0 Q (S i•-0-L Vd3)Vdi+sAxo tan} aur sDOA x x r x I x { x IX Ix j x x CD nc a in E m m vi x f m ao"N j F o U) Nr" w W c E U U 0)O O m i= > o CO cl 10 CO Z.! I f I IA 1� �0 I aO � Z � NNN u1 C- 05 I �V ( rn m o1 ii j .r7. N V j O t N a� o ico 0 cl 0 o a o `! y rn m o rn rn rn rn 6 rn E o o CL E SOo l o ( o 0 0 ( o o o o U m o Uco 0 cf m E N vl I D D Z ? VS Li aci d i o Lu Of w✓ u ~f U� �fI �� �� � C � � ! I � I I �I � $ 10 c u E e m m Z b 3 I m m c m ,Ey o �n �n �n �n vi : in in In C Z U Z Z o m C) hl I col -Lid m m m m m U a Q) QL 1 (1) cn ; (f) I cn cn l v> { V) cn i v1 ; Page 47 of 49 10/13/2019 Login Sample Receipt Checklist Client:Avocet Environmental Inc Job Number: 570-9370-1 SDG Number: (TCM) Facility/1623.002 Login Number:9370 List Source: Eurofins Calscience List Number: 1 Creator: Cruise,Noel Question Answer Comment Radioactivity wasn't checked or is</=background as measured by a survey N/A meter. The cooler's custody seal, if present,is intact. True Sample custody seals,if present,are intact. True The cooler or samples do not appear to have been compromised or True tampered with. Samples were received on ice. False Thermal preservation not required. Cooler Temperature is acceptable. True Cooler Temperature is recorded. True COC is present. True COC is filled out in ink and legible. True COC is filled out with all pertinent information. True Is the Field Sampler's name present on COC? True There are no discrepancies between the containers received and the COC. True Samples are received within Holding Time(excluding tests with immediate True HTs) Sample containers have legible labels. True Containers are not broken or leaking. True Sample collection date/times are provided. True Appropriate sample containers are used. True Sample bottles are completely filled. True Sample Preservation Verified. True There is sufficient vol.for all requested analyses,incl.any requested True MS/MSDs Containers requiring zero headspace have no headspace or bubble is True <6mm(1/4"). Multiphasic samples are not present. True Samples do not require splitting or compositing. True Residual Chlorine Checked. N/A Eurofins Calscience LLC Page 48 of 49 10/13/2019 e N 0') O o U CD I- O j, N N N N N N M M N M N M N M J Nc .E a a s a d W W a W a W a W ('7 O CO � \ C LO _T N M M 7 c0 oo oo (0 O) 7 O oo .• N N 7 N N 77 77 77 77 7 N N N U O .0 rn 0) rn rn °i N Z a .0 LL N 6) O) O) O) O) O) O) O) O) O) O) 6) O) U 077 77 77 77 77 77 77 n n CD n n oo oo 0) oo 0) oo 0)oo c � U o 0 0 0 0 0 0 0 0 0 0 0 o O H � W O Z m c O O O O O O N O (0 O M O c 0 O O n O O O O ro O r O O O LL 7 N — — — — N N N 0 L r C O O O O O O N O (0 O M O O t O O n O O O O ro O r O O O ca 0 L r N N N N EJ Y "O a) co c0 7 M c0 c0 O M O a) EJ a0 a0 M a0 a0 o0 o0 M o0 M o0 O a0 in D v 0 O O O O O O O O = O Q > = O "O d V7 r 7 (0 c0 7 M c0 l0 O M c LD = E oo oo M a0 a0 o0 o0 M a0 M oo O a0 O 0 ? N O O O O O O O O O N � (o uo o m o uo o) o v o) 0 (o uo oo o ,n uo ,n O o 1— p) CC N N O O W O) N LO N = U N oo O C. O N ° 7 N _ Q d N N N N N N N 04 '� C Q _m C N � y -0 a) (0 I� O r r (0 (0 oo M O) (n O) M � Q Q) E ao oo uo 00 00 oo oo v oo v oo v ao N Cl) ? = v 0 Co Co O O Co Co Co Co Co O O O v! "o > O '� (U > J O) d > E O) 0) 2 c 2 + D _ — "Oa) c0 n Co (0 LO oo M O) LO O) co N O a) = E oo oo LO 00 00 oo oo v oo v oo v oR > 'y N in w N o Co Co Co Co Co Co Co Co Co Co Co O aj O- -O U D N N N N N d + r (n N a` + m ° (n c = 0) 'n o d M O) O oo I- N 7 O N 7 O u) O_ a U O U = = 7 M cn u) u) 7 7 cn cn cn 7 O N N J O_ n V - (n i C C ON N d d cn E N N N (n (n a ami d o (ni 0)i = rn rn rn rn rn rn rn rn rn rn rn rn Oi N O- O- p- fn e N N N N N N N N N N N N N (n U U N E v N DCL CL t t U vD a d Q o c Q m a u u u E E iU m E E N o 0 O o ~ m > c c c E E —J in in W p D (D II II W o E U4i 0 > o > (n N N M 7 c0 (0 (0 I— I— oc) oo O) y 2 > L(U p) Q a o 0 0 0 0 0 0 0 6 0 0 0 o A N 2 U r r r r r r r r r r r r r c _ _ 4L1 N O_(n m M M M M M M M M M M M M M (n O U) O) N -:5 L -0 m I— Ir I— r r r Ir I— Ir I— Ir I— r O 0) v U d -j N N N N N N N N N N N N N LL d Q D 04 Appendix E Hydrology Study Thienes Engineering, Inc. CIVIL ENGINEERING . LAND SURVEYING PRELIMINARY HYDROLOGY CALCULATIONS FOR MYFORD ROAD INDUSTRIAL 14451 MYFORD ROAD TUSTIN, CA PREPARED FOR B8 MYFORD INDUSTRIAL OWNER, LLC c/o PANATTONI DEVELOPMENT COMPANY, INC. 2442 DUPONT DRIVE IRVINE,CA 92612 P. (949) 296-2989 F. (916) 418-2941 JULY 09, 2019 REVISED APRIL 1, 2020 REVISED MAY 25, 2020 REVISED SEPTEMBER 4, 2020 JOB NO. 3776 PREPARED BY THIENES ENGINEERING 14349 FIRESTONE BLVD. LA MIRADA, CALIFORNIA 90638 P. (714) 521-4811 FAX(714) 521-4173 PRELIMINARY HYDROLOGY CALCULATIONS FOR MYFORD ROAD INDUSTRIAL 14451 MYFORD ROAD PREPARED UNDER Q[�� ESS�Ci(igl THE SUPERVISION OF: ti z , R.C.E. NO. 56155 r�� t,�p Exp. 2-31-20 Q 91, 09/04/2020 REINHARD STENZEL DATE OF C p,�,1F R.C.E. 56155 EXP. 12/31/2020 6Mp•dow0!A9LL£\9LL£\66L£—OOL£\•0 — cn OZ/OZ/£:9}opd0 }s0I z AN 1/0 w 15 bv� ''i -�' � t �'.�, •� r''a•. t 1, it r°G r may,' g , ' tA M1 ^.r -"` i `..t,*.� •# 'a 4 w h'7'r r.,..ia 1 rY'' OF .�,�. � 0co cqco ♦F W � r o 00 t p 15 e r .r �e 1� it _ ✓ ::i i — C L , jr r 1 -•hid` � ^• � .. .� �+4 ��� �� /�:� -...0�� Y � �` .. - ^r. Z) u f^ A-+ S * , • r �A` "w �:•. .,. ::.-- Jxti� fir- � .. •�. �.r � �,�, d' C) a •y „M. _ �, r' S � \fir ^ �r�F ��".. av � .i �'•�'r �. I\ ��� 1,.. DISCUSSION Project Description The project site encompasses approximately 9.90 acres. Proposed improvements to the site include the construction of one commercial/industrial building with approximately 220,331 square feet. There are truck yards located on the northerly and southerly sides of the proposed building. Vehicle parking is located along the perimeter of the project site. There will be landscaping adjacent to Myford Road and smaller areas throughout the site. Existing storm drains There is an existing storm drain system in Myford Road. This is a City of Irvine storm drain system. It does not appear that the project site is tabled to this drain. Instead, the project site appears to be tabled to the existing City of Tustin storm drain system that traverses through the project site along the westerly property line. This pipe various in size between 48" and 54"diameter through the site. There are two existing 18" laterals that convey runoff from the project site. These plans do not indicate a peak flow rate, design event or hydraulic grade line. Both the City of Tustin and Engineer for the storm drain plans (Williamson and Schmid, now Huitt-Zollars) were contacted for any additional information on the storm drain or hydrology. Neither had any additional information since the plans and reports were from around 1973. Correspondence with the city indicates the storm drain may have a 25-year design, but that was uncertain without further research. See Appendix "A" for reference storm drain plans. Existing Condition Hydrology Under existing conditions, the easterly parking areas drain to Myford Road via a parkway culvert (nodes 100-101 on Existing Condition Hydrology Map) and the existing driveway (nodes 110-111). The 25- and 100-year peak flow rates at the parkway culvert are 3.6 cfs and 4.6 cfs,respectively. The respective 25-and 100-year peak now rates out the driveway are 2.7 and 3.4 cfs. Runoff from the remainder of the northerly parking area drain (nodes 200-203) drains to a catch basin located at the westerly property line. The respective 25- and 100-year peak flow rates for this area are 8.6 cfs and 11.1 cfs. Runoff from the southerly portion of the existing site drains westerly via gutters to an existing catch basin located at the westerly corner of the project site (nodes 300-323). The southerly portion of the site drains to various catch basins. An existing storm drain conveys this runoff(from nodes 310-323)to the same catch basin at the corner of the site. A storm drain conveys runoff from the catch basin to the existing storm drain system. The 25- and 100-year peak flows at this location are 13.5 cfs and 17.4 cfs, respectively. See Appendix"B"for Hydrology Calculations and Appendix"E"for the existing condition hydrology map. Proposed Condition Hydrology Proposed conditions will table runoff to the existing storm drain system at the westerly property line. Runoff from the northerly portion of the building and the northerly truck yard(nodes 100-102)will drain to catch basins located in the truck yard. A proposed storm drain will convey runoff around the building and connect to the existing 18" lateral located at the westerly property line (at node 103). The respective 25- and 100-year peak now rates for this area are approximately 14.3 cfs and 18.4 cfs. Flow from the westerly vehicle parking and drive aisle(nodes 110-111)drain to catch basin located in the southwest portion of the site. A proposed storm drain will convey runoff to the existing 54" storm drain. The total 25- and 100-year peak flow rate at this location is approximately 1.8 cfs and 2.6 cfs, respectively. Flow from the southerly half of the building, the southerly truck yard and parking areas (nodes 120-124) drain to catch basins located in the truck yard and southerly parking lot. A proposed storm drain will convey runoff westerly to the existing 18" lateral. The total 25- and 100-year peak flow rate at this location is approximately 14.5 cfs and 18.7 cfs, respectively. Detention As previously noted, the existing storm drain facility through the westerly portion of the site may be designed for 25-year events. With this assumption, 100-year runoff from the proposed improvements will be limited to the existing condition 25-year peak now rate currently tributary to each of the existing 18"laterals. This is achieved via onsite detention in the northerly and southerly truck yard areas. Discharge from the truck yard areas is dependent upon capacity of the proposed storm drain system, which is based on pipe length, pipe size, downstream H.G.L., and other hydraulic losses. Various peak flow rates were computed in an iterative trial and error method for this storm drain system to determine a water surface elevation in each truck yard area with a given peak flow rate. These peak flow rates and corresponding water surface elevation were used to determine the outflow rates from the truck yard area used in the detention calculations. The existing condition 25-year peak flow rate at the northerly 18" lateral is approximately 8.6 cfs. To limit the 100-year peak flow rates to no more than 8.6 cfs, detention will be utilized in the northerly truckyard. Basin routing calculations for the northerly truckyard show that approximately 5.1 cfs will discharge to the connection while detaining the remaining 100-year volume to a depth of approximately 0.92' (approximately 64.5 water surface elevation) above the top of grate in the northerly truckyard. basin routing calculations for the truckyard areas show that approximately 5.1 cfs and 5.3 cfs can discharge from the northerly and southerly truckyards areas,respectively. The north and south truckyards will detain the remaining volume to a depth of 0.92' and 0.66', respectively. The ponding depth for both truckyards at approximately 64.5 elevation. The existing condition 25-year peak flow rate to the southerly 18" lateral is approximately 13.5 cfs. Flow from the south truck yard (nodes 120-124) will be restricted by pipe size. Basin routing calculations for this truck yard area show that approximately 5.3 cfs can discharge with the remaining volume to be stored in the truck yard at a depth of approximately 0.66' (approximately 64.5 water surface elevation). The total 100-year discharge at this location is 5.5 cfs. The westerly drive aisle will discharge undetained (2.6 cfs). Adding up the discharge rates at both truckyards and the drive aisle (5.1 cfs from north truckyard + 5.3 cfs from south truckyard + 2.6 cfs from westerly drive aisle), the total 100-year discharge to the existing storm drain is approximately 13.0 cfs. This is less than the existing condition Q25 of 22.1 cfs (8.6 cfs at the northerly connection + 13.5 cfs at the southerly connection). These findings are based on the conceptual grading plan and preliminary storm drain plans. Final grading and storm drain design will determine exact pipe sizes and storage volumes to be determined with precise grading plans. See Appendix "C" for the hydraulic calculations and Appendix "D" for detention calculations. Methodology Hydrology calculations were computed using Orange County Rational Method program (by AES Software). Orange County preset rainfall values were used in the 25- and 100- year calculations. The soil type is "C" per the Orange County Hydrology Manual. See Appendix "A" for reference materials. Small area unit hydrograph program, also by AES Software, was used for the basin routing and detention calculations. Summary With onsite detention, 100-year discharge will be limited to existing conditions 25-year peak flow rates at each of the existing laterals. In addition, significant area has been removed that previously drained to Myford Road and City of Irvine storm drain system. Overall, Q100 from the project site (13.0 cfs)with detention is less than existing condition Q25 (22.1 cfs), therefore, development of the site will not adversely affect downstream facilities. APPENDIX DESCRIPTION A REFERENCE MATERIALS B HYDROLOGY CALCULATIONS C HYDRAULIC CALCULATIONS D DETENTION CALCULATIONS E HYDROLOGY MAP APPENDIX A REFERENCE MATERIALS a-..d�• 'y'.'k.7 .i fir 6 4.Poo- 'Np. tom \ k'4Y� Y7 \Al j ' 11 � G l DQK ti f `r •.� �.��,� ..,.T:f ,. �� of �' �'' ��k' _�, �� _ ��J lo, I/r viii.. m r: a✓~`ss^.�p }mow .d 4 ' I.. F �4r Vie} 1 MI I w.dlok tea' it S.• ,� i`ik ] �'1 S t7_ - - •*7f A', :' -�. ,t JYL,Lei. WY � �. ..�.Pi 4r.0 yi * .:+_.. ;•v:rt: 1h � '"'yz.. i <,l __+E-.. M R.i 1..i. ,���}.�- � � •mo�r�.� ,•r�:n.��'� j���� fir_ y-i;� '� . r� .,...... Od yaw r r AI � , 6 JI =2�6 - }l Vr a � •�J �r� H hal u 61 mad ..p�A2 vc,kyC JN�HEC4 2IN • ,/rj/ '"'� �I b° �, � I " .: °t � ty'�li��¢; L �I'•II�. �:J +n ae�WZ� $ Ol aew��yQ ON° yNj ° a �� QI4 � " 4\a 3y �5 € ae # a>yW Ne u 4eg5�: tl€ g`ja;5i �$1;'!'! 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Fd 'ON l�a/7S .iel l9 �. 1_. �a5 aN/7 11.�17'W 00'00 f u�2f APPENDIX B HYDROLOGY CALCULATIONS RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE (Reference: 1986 OCEMA HYDROLOGY CRITERION) (c) Copyright 1983-99 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/99 License ID 1435 Analysis prepared by: THIENES ENGINEERING 16800 VALLEY VIEW AVENUE LA MIRADA CA 90638 PH: (714) 521-4811 FAX: (714) 521-4173 ***##x*****kk*x#*kxxx***** DESCRIPTION OF STUDY ************************** * 14451 MYFORD ROAD * EXISTING CONDITION NODES 100-101 * 25-YEAR x FILE NAME: C:\XDRIVE\3776\EXA25.DAT TIME/DATE OF STUDY: 13:50 06/28/2019 a = ==USER ESPECIFIED iHYDROLOGY AND HYDRAULIC MODEL INFORMATION: _.=a.ffi......4..s=aaa. ^ TIME OFy= ..sa` CONCENTRATION MODEL*-- - - USER SPECIFIED STORM EVENT(YEAR) = 25.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 12.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 0.95 *DATA BANK RAINFALL USED* *ANTECEDENT MOISTURE CONDITION (AMC) II ASSUMED FOR RATIONAL METHOD* FLOW PROCESS FROM NODE 100.00 TO NODE 101.00 IS CODE = 21 ---------------------- ""-----`------- " >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ........... = p"' a== INITIAL SUBAREA FLOW-LENGTH(FEET)__ a'350.00 ELEVATION DATA: UPSTREAM(FEET) = 68.65 DOWNSTREAM(FEET) 65.68 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 8.218 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.641 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL C 1.10 0.25 0.10 69 8.22 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.25 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA RUNOFF(CFS) = 3.58 TOTAL AREA(ACRES) = 1.10 PEAK FLOW RATE(CFS) = 3.58 ----------------------------------- END OF STUDY SUMMARY: TOTAL AREA(ACRES) 1.10 TC(MIN.) = 8.22 EFFECTIVE AREA(ACRES) 1.10 AREA-AVERAGED Fm(INCH/HR)= 0.03 AREA-AVERAGED Fp(INCH/HR) - 0.25 AREA-AVERAGED Ap = 0.10 PEAK FLOW RATE(CFS) - 3.58 = END OF RATIONAL METHOD ANALYSIS -_______.�::�_______ 1 Page 1 •++ii+►++i#f►►+*x+'*+ii+►*ixf+/x►lxxX+++xi*+Y+xx1►xxi#+ki*fl+++r+i*k+#+►tff►xx RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE (Reference: 1986 OCEMA HYDROLOGY CRITERION) (c) Copyright 1983-99 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/99 License ID 1435 Analysis prepared by: THIENES ENGINEERING 16800 VALLEY VIEW AVENUE LA MIRADA CA 90638 PH: (714) 521-4811 FAX: (714) 521-4173 +++xx+x++++++xxx+++xxxxx+* DESCRIPTION OF STUDY ************************** * 14451 MYFORD ROAD + * EXISTING CONDITION NODE 110-111 * 25-YEAR ► ++++++++xxx+x++xx+x+++++x+x+++xx++++x++x+++++xxxx+++++x+x+++x+x+++++xx+x++ FILE NAME: C:\XDRIVE\3776\EXB25.DAT TIME/DATE OF STUDY: 13:52 06/28/2019 + s = a.a�.asa=== USER SPECIFIEDHYDROLOGY AND HYDRAULIC MODEL INFORMATION -_-_= . ==s............=.=* ==...a ........ TIME-OF-*TIME USER SPECIFIED STORM EVENT(YEAR) = 25.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 12.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 0.95 *DATA BANK RAINFALL USED* *ANTECEDENT MOISTURE CONDITION (AMC) II ASSUMED FOR RATIONAL METHOD* xxxx+++++xxx+x+++x+x++x+++++++xx+x++x++xx++++xxxx+++xx+xx+++xxx+++++++xxx+++ FLOW PROCESS FROM NODE 110.00 TO NODE 111.00 IS CODE = 21 >>>>>RATIONAL'METHOD INITIAL SUBAREA ANALYSIS<<«< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< == . . . _ _ 182Q6== -.=....a.a_===.e=.==-.......n= INITIALSUBAREAFLOW-LENGTH(FEET) 00 ELEVATION DATA: UPSTREAM(FEET) = 66.45 DOWNSTREAM(FEET) = 64.69 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 6.163 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 4.285 SUBAREA Tc AND LOSS RATE DATA(AMC II) : DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL C 0.70 0.25 0.10 69 6.16 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.25 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA RUNOFF(CFS) = 2.68 TOTAL AREA(ACRES) = 0.70 PEAK FLOW RATE(CFS) = 2.68 ------------------------------- END OF STUDY SUMMARY: TOTAL AREA(ACRES) = 0.70 TC(MIN.) = 6.16 EFFECTIVE AREA(ACRES) = 0.70 AREA-AVERAGED FM(INCH/HR)= 0.03 AREA-AVERAGED Fp(INCH/HR) = 0.25 AREA-AVERAGED Ap = 0.10 PEAK FLOW RATE(CFS) = 2.68 ----------------------------------------------------- END OF RATIONAL METHOD ANALYSIS 1 Page 1 ++x►x+r►+►►ra++++a+►►►++•ax+a+►+++rxsx+++ax►xarxax►x++x►+►rr►+r•++ar►►e►+►►r RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE (Reference: 1986 OCEMA HYDROLOGY CRITERION) (c) Copyright 1983-99 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/99 License ID 1435 Analysis prepared by: THIENES ENGINEERING 16800 VALLEY VIEW AVENUE LA MIRADA CA 90638 PH: (714) 521-4811 FAX: (714) 521-4173 +*+x++++++x+xx+++x+x++++++ DESCRIPTION OF STUDY ++xxxx+++x++x+x++xx+++xx++ * 14451 MYFORD ROAD * EXISTING CONDITION NODES 200-203 * 25-YEAR +xxx++x+++xx++x+x+x++xxxxx++++++++xxxxxxx+++x+x++++++xx+x++++xxxxx++++++++ FILE NAME: C:\XDRIVE\3776\EXC25.DAT TIME/DATE OF STUDY: 13:56 06/28/2019 ®`USER�SPECIFIED�HYDROLOGY=AND HYDRAULIC MODEL INFORMATION:- ---------------1­...* ...... TIME-OF-CONCENTRATION .... � ...s==== USER SPECIFIED STORM EVENT(YEAR) = 25.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 12.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 0.95 *DATA BANK RAINFALL USED* *ANTECEDENT MOISTURE CONDITION (AMC) II ASSUMED FOR RATIONAL METHOD* xxx++++++++x+xx+x++++++xxxxx+xx+xxxxxxxxxx+xx+xxxx+xxx+x+++xx+xx++xx+xxx++x+ FLOW PROCESS FROM NODE 200.00 TO NODE 201.00 IS CODE = 21 + >>»>RATIONAL METHOD INITIALSUBAREA ANALYSIS« << >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< Q INITIAL SUBAREA FLOW-LENGTH(FEET) .�= =as'��......s===== 355 00 ^T=.»=_===a=:.. ELEVATION DATA: UPSTREAM(FEET) = 69.96 DOWNSTREAM(FEET) 64.82 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 7.427 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.856 SUBAREA TC AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL C 0.75 0.25 0.10 69 7.43 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.25 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA RUNOFF(CFS) = 2.59 TOTAL AREA(ACRES) = 0.75 PEAK FLOW RATE(CFS) - 2.59 ++xx+xxxxxxxxxx++x++xxx+++:+++++xxxxxxxxx++x+xxxxxxxxxx+x++x+xxxxxx+++x+++x+ FLOW PROCESS FROM NODE 201.00 TO NODE 202.00 IS CODE = 9 ----------------`__•------'___-----`--------------- »>>COMPUTE "V" GUTTER FLOW TRAVEL TIME THRU SUBAREA«<<< =;UPSTREAM=NODE ELEVATION(FEET)===-..=.. a. 64.82 ===-__�_.."__:.-...-.- DOWNSTREAM NODE ELEVATION(FEET) = 64.40 CHANNEL LENGTH THRU SUBAREA(FEET) = 118.00 "V" GUTTER WIDTH(FEET) = 3.00 GUTTER HIKE(FEET) = 0.170 PAVEMENT LIP(FEET) = 0.013 MANNING'S N = .0150 PAVEMENT CROSSFALL(DECIMAL NOTATION) = 0.02000 MAXIMUM DEPTH(FEET) = 0.50 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.570 SUBAREA LOSS RATE DATA(AMC II) : DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL C 0.85 0.25 0.10 69 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.25 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 3.94 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 1.62 AVERAGE FLOW DEPTH(FEET) = 0.36 FLOOD WIDTH(FEET) = 20.92 "V" GUTTER FLOW TRAVEL TIME(MIN.) = 1.22 TC(MIN.) = 8.64 SUBAREA AREA(ACRES) = 0.85 SUBAREA RUNOFF(CFS) = 2.71 EFFECTIVE AREA(ACRES) = 1.60 AREA-AVERAGED Fm(INCH/HR) = 0.03 AREA-AVERAGED Fp(INCH/HR) = 0.25 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 1.60 PEAK FLOW RATE(CFS) = 5.10 END OF SUBAREA "V" GUTTER HYDRAULICS: DEPTH(FEET) = 0.39 FLOOD WIDTH(FEET) = 23.53 FLOW VELOCITY(FEET/SEC.) = 1.69 DEPTH*VELOCITY(FT*FT/SEC) = 0.66 LONGEST FLOWPATH FROM NODE 200.00 TO NODE 202.00 = 473.00 FEET. ++++*x++xxx++++xxxxx+xxx+*x+k+***xxxx++******#xx+xxxx*x+**+***+a++++*x*+xxxx FLOW PROCESS FROM NODE 202.00 TO NODE 203.00 IS CODE = 9 -----------------.-.-_------------------`---------------------- - --- >>>>>COMPUTE "V" GUTTER FLOW TRAVEL TIME THRU SUBAREA­­< ...........s UPSTREAM NODE IIELEVATION(FEET)� .+s= 64.40=�=9= ...e®_......�. _ DOWNSTREAM NODE ELEVATION(FEET) = 63.24 CHANNEL LENGTH THRU SUBAREA(FEET) = 186.00 "V" GUTTER WIDTH(FEET) = 3.00 GUTTER HIKE(FEET) = 0.170 PAVEMENT LIP(FEET) = 0.013 MANNING'S N = .0150 PAVEMENT CROSSFALL(DECIMAL NOTATION) = 0.02000 Page 1 MAXIMUM DEPTH(FEET) = 0.50 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.259 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL C 1.35 0.25 0.10 69 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.25 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 7.07 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 2.28 AVERAGE FLOW DEPTH(FEET) = 0.39 FLOOD WIDTH(FEET) = 23.90 "V" GUTTER FLOW TRAVEL TIME(MIN.) = 1.36 Tc(MIN.) = 10.00 SUBAREA AREA(ACRES) = 1.35 SUBAREA RUNOFF(CFS) = 3.93 EFFECTIVE AREA(ACRES) = 2.95 AREA-AVERAGED Fm(INCH/HR) = 0.03 AREA-AVERAGED Fp(INCH/HR) = 0.25 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 2.95 PEAK FLOW RATE(CFS) = 8.59 END OF SUBAREA "V" GUTTER HYDRAULICS: DEPTH(FEET) = 0.41 FLOOD WIDTH(FEET) = 26.13 FLOW VELOCITY(FEET/SEC.) = 2.35 DEPTH*VELOCITY(FT*FT/SEC) = 0.97 LONGEST FLOWPATH FROM NODE 200.00 TO NODE 203.00 = 659.00 FEET. y ENDHOF STUDY SUMMAR=e.. ..oaa:.�.........:.=$........=a=aa=a= TOTAL AREA(ACRES) = 2.95 TC(MIN.) = 10.00 EFFECTIVE AREA(ACRES) = 2.95 AREA-AVERAGED Fm(TNCH/HR)= 0.03 AREA-AVERAGED Fp(INCH/HR) = 0.25 AREA-AVERAGED Ap = 0.10 PEAK FLOW RATE(CFS) = 8.59 S : - aea-s END OF RATIONAL METHOD ANALYSIS ===a"i�`aa�Y ^=- 1 Page 2 .xrr.tt+*+**+r*+wx**r#rx***++++rxrrrrrrrwr**rxr*.*xr*rwrrwrr+*wt............ RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE (Reference: 1986 OCEMA HYDROLOGY CRITERION) (c) Copyright 1983-99 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/99 License ID 1435 Analysis prepared by: THIENES ENGINEERING 16800 VALLEY VIEW AVENUE LA MIRADA CA 90638 PH: (714) 521-4811 FAX: (714) 521-4173 ***+#*+*w*******w+x****x** DESCRIPTION OF STUDY *********xxw*#*+#+w+***r+* * 14451 MYFORD ROAD x * EXISTING CONDITION NODES 300-323 * 25-YEAR x*xw+*w***#*rxwx***r+**#*x***x**#**xxwx**#***+*xx*****w****##*++x*****+*w* FILE NAME: C:\XDRIVE\3776\EXD25.DAT TIME/DATE OF STUDY: 14:10 06/28/2019 =USERIISPECIFIED=HYDROLOGY AND` = = HYDRAULICMODELINFORMATIONg==r==a====II===oa r==--1=-R«»= ..___ami.==a=*TIME�OF-CONCENTRATION=MODEL* USER SPECIFIED STORM EVENT(YEAR) = 25.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 12.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 0.95 *DATA BANK RAINFALL USED* *ANTECEDENT MOISTURE CONDITION (AMC) II ASSUMED FOR RATIONAL METHOD* FLOW PROCESS FROM NODE 300.00 TO NODE 301.00 IS CODE = 21 ----------------`-------------------`- >>»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<«< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< INITIAL SUBAREA FLOW-LENGTH(FEET) 77 �A FLOW-LENGTH(FEET) � 232.00-­ =232.00=-�__- ELEVATION DATA: UPSTREAM(FEET) = 66.08 DOWNSTREAM(FEET) 64.70 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 7.485 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.839 SUBAREA Tc AND LOSS RATE DATA(AMC II) : DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL C 0.85 0.25 0.10 69 7.48 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.25 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA RUNOFF(CFS) = 2.92 TOTAL AREA(ACRES) = 0.85 PEAK FLOW RATE(CFS) = 2.92 +wx*x#****r**wx****wxx*x***x**w*****r*w*x*****wxkw+*****wxxw*#*rxw*x*#**rxw+ FLOW PROCESS FROM NODE 301.00 TO NODE 302.00 IS CODE = 9 ----._«.._ -- »>>>COMPUTE "V" GUTTER FLOW TRAVEL TIME THRU SUBAREA-<<< s=` _-- _ UPSTREAM=NODE ELEVATION(FEET) $¢ag 64.70 DOWNSTREAM NODE ELEVATION(FEET) = 63.82 CHANNEL LENGTH THRU SUBAREA(FEET) = 183.00 "V" GUTTER WIDTH(FEET) = 3.00 GUTTER HIKE(FEET) = 0.170 PAVEMENT LIP(FEET) = 0.013 MANNING'S N = .0150 PAVEMENT CROSSFALL(DECIMAL NOTATION) = 0.02000 MAXIMUM DEPTH(FEET) = 0.50 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.462 SUBAREA LOSS RATE DATA(AMC II) : DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL C 0.85 0.25 0.10 69 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.25 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 4.23 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 1.87 AVERAGE FLOW DEPTH(FEET) = 0.35 FLOOD WIDTH(FEET) = 20.05 "V" GUTTER FLOW TRAVEL TIME(MIN.) = 1.63 TC(MIN.) = 9.11 SUBAREA AREA 0.85 SUBAREA RUNOFF(CFS) = 2.63 AREA(ACRES) =- EFFECTIVE AREA(ACRES) = 1.70 AREA-AVERAGED Fm(INCH/HR) = 0.03 AREA-AVERAGED Fp(INCH/HR) = 0.25 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 1.70 PEAK FLOW RATE(CFS) = 5.26 END OF SUBAREA "V" GUTTER HYDRAULICS: DEPTH(FEET) = 0.38 FLOOD WIDTH(FEET) = 22.29 FLOW VELOCITY(FEET/SEC.) = 1.93 DEPTH*VELOCITY(FT*FT/SEC) 0.72 LONGEST FLOWPATH FROM NODE 300.00 TO NODE 302.00 = 415.00 FEET. *xw******x******x*+*#***xw****r**kxwx*****rx*xx*******wwx+*w*#*+x*#xxw****xx FLOW PROCESS FROM NODE 302.00 TO NODE 303.00 IS CODE = 9 V - R >»>COMPUTE "V" GUTTER FLOW TRAVEL TIME THRUSUBAREA«« UPSTREAM NODE ELEVATION(FEET) = 63.82 DOWNSTREAM NODE ELEVATION(FEET) = 63.14 CHANNEL LENGTH THRU SUBAREA(FEET) = 172.00 "V" GUTTER WIDTH(FEET) = 3.00 GUTTER HIKE(FEET) 0.170 PAVEMENT LIP(FEET) = 0.013 MANNING'S N = .0150 PAVEMENT CROSSFALL(DECIMAL NOTATION) = 0.02000 Page 1 MAXIMUM DEPTH(FEET) = 0.50 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.152 SUBAREA LOSS RATE DATA(AMC II) : DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL C 0.30 0.25 0.10 69 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.25 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 5.68 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 1.81 AVERAGE FLOW DEPTH(FEET) = 0.39 FLOOD WIDTH(FEET) = 24.02 "V" GUTTER FLOW TRAVEL TIME(MIN.) = 1.58 Tc(MIN.) = 10.69 SUBAREA AREA(ACRES) = 0.30 SUBAREA RUNOFF(CFS) = 0.84 EFFECTIVE AREA(ACRES) = 2.00 AREA-AVERAGED Fm(INCH/HR) = 0.03 AREA-AVERAGED Fp(INCH/HR) = 0.25 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 2.00 PEAK FLOW RATE(CFS) = 5.63 END OF SUBAREA "V" GUTTER HYDRAULICS: DEPTH(FEET) = 0.39 FLOOD WIDTH(FEET) = 24.02 FLOW VELOCITY(FEET/SEC.) = 1.80 DEPTH*VELOCITY(FT*FT/SEC) = 0.71 LONGEST FLOWPATH FROM NODE 300.00 TO NODE 303.00 = 587.00 FEET. x+++x+rrr+r+xx+xx++r++xx++xrr+++++x+rx+xxrr++xx+++r+r+xxxx+rrrx+x+++rrrxxr++ FLOW PROCESS FROM NODE 303.00 TO NODE 304.00 IS CODE = 61 ' "` >>>-COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA-<<< __ ` >>>>>(STANDARD CURB SECTION USED)<<<< rss=e=m..==.............. ...... ........=_ UPSTREAM ELEVATION(FEET) = 63.14 DOWNSTREAM ELEVATION(FEET) - 62.45 STREET LENGTH(FEET) = 159.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 25.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 20.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) 0.0148 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 6.35 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.47 HALFSTREET FLOOD WIDTH(FEET) = 17.24 AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.06 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 0.97 STREET FLOW TRAVEL TIME(MIN.) = 1.29 Tc(MIN.) = 11.98 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 2.951 SUBAREA LOSS RATE DATA(AMC II) : DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL C 0.55 0.25 0.10 69 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.25 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA AREA(ACRES) = 0.55 SUBAREA RUNOFF(CFS) = 1.45 EFFECTIVE AREA(ACRES) = 2.55 AREA-AVERAGED Fm(INCH/HR) = 0.03 AREA-AVERAGED Fp(INCH/HR) = 0.25 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 2.55 PEAK FLOW RATE(CFS) = 6.71 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.48 HALFSTREET FLOOD WIDTH(FEET) = 17.61 FLOW VELOCITY(FEET/SEC.) = 2.09 DEPTH*VELOCITY(FT*FT/SEC.) = 1.00 LONGEST FLOWPATH FROM NODE 300.00 TO NODE 304.00 = 746.00 FEET. xrxxx+r+x+x+xrrx+r++++rrr+rx+xxrr+x+++x++xxxxx++r+r+xx++++rrxr+xxxxx+r+++x+r FLOW PROCESS FROM NODE 304.00 TO NODE 323.00 IS CODE = 61 ---------------------------------------------------------------------------- »>>>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA«<<< >>>>>(STANDARD CURB SECTION USED)«<< UPSTREAM ELEVATION(FEET)'=' 62 45=RDOWNSTREAM=ELEVATION(FEET)== 61 48 : STREET LENGTH(FEET) = 142.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 25.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 20.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0148 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 7.47 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.46 HALFSTREET FLOOD WIDTH(FEET) = 16.78 AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.55 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 1.18 STREET FLOW TRAVEL TIME(MIN.) = 0.93 Tc(MIN.) = 12.91 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 2.824 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL C 0.60 0.25 0.10 69 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.25 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA AREA(ACRES) = 0.60 SUBAREA RUNOFF(CFS) = 1.51 EFFECTIVE AREA(ACRES) = 3.15 AREA-AVERAGED Fm(INCH/HR) = 0.02 AREA-AVERAGED Fp(INCH/HR) = 0.25 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 3.15 PEAK FLOW RATE(CFS) = 7.93 Page 2 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.47 HALFSTREET FLOOD WIDTH(FEET) = 17.15 FLOW VELOCITY(FEET/SEC.) = 2.59 DEPTH*VELOCITY(FT*FT/SEC.) = 1.22 LONGEST FLOWPATH FROM NODE 300.00 TO NODE 323.00 = 888.00 FEET. FLOW PROCESS FROM NODE 323.00 TO NODE 323.00 IS CODE = 10 ---`-----`-`-`-----_---_`------------`--_-----_--`_---`----`--`--`-__-----_- >>>>>MAIN-STREAM MEMORY COPIED ONTO MEMORY BANK # 1 «<<< FLOW PROCESS FROM NODE 310.00 TO NODE 311.00 IS CODE = 21 >>>>>RATIONAL METHODINITIALSUBAREA ANALYSIS<<«< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< v ...... INITIAL SUBAREA FLOW-LENGTH(FEET) = 15000=====____=_m= ELEVATION DATA: UPSTREAM(FEET) = 66.64 DOWNSTREAM(FEET) 65.94 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 6.599 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 4.187 SUBAREA Tc AND LOSS RATE DATA(AMC II) : DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL C 0.60 0.25 0.10 69 6.60 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0„25 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA RUNOFF(CFS) = 2.25 TOTAL AREA(ACRES) = 0.60 PEAK FLOW RATE(CFS) 2.25 FLOW PROCESS FROM NODE 311.00 TO NODE 322.00 IS CODE = 31 __ ----"`-__-_------- ---`--- »»>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA<<<<< >>»>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< ­ = �a 'II� DATA: UPSTREAM(FEET) =g 64.94 'DOWNSTREAM(FEET)� = 60 92 ELEVATION FLOW LENGTH(FEET) = 440.00 MANNING'S N = 0.012 DEPTH OF FLOW IN 12.0 INCH PIPE IS 6.9 INCHES PIPE-FLOW VELOCITY(FEET/SEC.) = 4.84 ESTIMATED PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 2.25 PIPE TRAVEL TIME(MIN.) = 1.52 Tc(MIN.) = 8.12 LONGEST FLOWPATH FROM NODE 310.00 TO NODE 322.00 = 590.00 FEET. FLOW PROCESS FROM NODE 322.00 TO NODE 322.00 IS CODE = 1 >>>>>DESIGNATE�INDEPENDENT STREAM FOR CONFLUENCE«« ­TOTAL=NUMBER�OF STREAMSs=��2=aa==aam.. .. _may=_=====�a:.=r____a=....=.==Q CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MIN.) = 8.12 RAINFALL INTENSITY(INCH/HR) = 3.69 AREA-AVERAGED Fm(INCH/HR) = 0.03 AREA-AVERAGED Fp(INCH/HR) = 0.25 AREA-AVERAGED Ap = 0.10 EFFECTIVE STREAM AREA(ACRES) = 0.60 TOTAL STREAM AREA(ACRES) = 0.60 PEAK FLOW RATE(CFS) AT CONFLUENCE = 2.25 FLOW PROCESS FROM NODE 320.00 TO NODE 321.00 IS CODE = 21 -------`--__---`----------------`_-_---__---`__.-.__ »» RATIONAL METHOD INITIAL SUBAREA ANALYSIS«« >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< .................... = 96 Ys_.=____ _g....��s.==a=y INITIAL'SUBAREA FLOW-LENGTH(FEET) = 161.00 ELEVATION DATA: UPSTREAM(FEET) = 66.14 DOWNSTREAM(FEET) . 65.52 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 7.055 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 4.006 SUBAREA Tc AND LOSS RATE DATA(AMC II) : DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL C 0.65 0.25 0.10 69 7.05 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.25 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA RUNOFF(CFS) = 2.33 TOTAL AREA(ACRES) = 0.65 PEAK FLOW RATE(CFS) 6 2.33 FLOW PROCESS FROM NODE 321.00 TO NODE 322.00 IS CODE = 9 `-`-------`-----`--_`-_-__----------------`-------`-----`------------------- >>>>>COMPUTE "V" GUTTER FLOW TRAVEL TIME THRU SUBAREA«<< UP 96STREAM^NODE=ELEVATION(FEET)-=-I---65-52 6666�.�9s= DOWNSTREAM NODE ELEVATION(FEET) = 64.43 CHANNEL LENGTH THRU SUBAREA(FEET) = 205.00 "V" GUTTER WIDTH(FEET) = 3.00 GUTTER HIKE(FEET) = 0.170 PAVEMENT LIP(FEET) = 0.013 MANNING'S N = .0150 PAVEMENT CROSSFALL(DECIMAL NOTATION) = 0.02000 MAXIMUM DEPTH(FEET) = 0.50 * 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.519 SUBAREA LOSS RATE DATA(AMC II) : DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Page 3 LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL C 0.75 0.25 0.10 69 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.25 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 3.51 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 1.89 AVERAGE FLOW DEPTH(FEET) = 0.33 FLOOD WIDTH(FEET) = 17.94 "V" GUTTER FLOW TRAVEL TIME(MIN.) = 1.81 Tc(MIN.) = 8.86 SUBAREA AREA(ACRES) = 0.75 SUBAREA RUNOFF(CFS) = 2.36 EFFECTIVE AREA(ACRES) = 1.40 AREA-AVERAGED Fm(INCH/HR) = 0.03 AREA-AVERAGED Fp(INCH/HR) = 0.25 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 1.40 PEAK FLOW RATE(CFS) = 4.40 END OF SUBAREA "V" GUTTER HYDRAULICS: DEPTH(FEET) = 0.35 FLOOD WIDTH(FEET) = 20.05 FLOW VELOCITY(FEET/SEC.) = 1.95 DEPTH*VELOCITY(FT*FT/SEC) = 0.69 LONGEST FLOWPATH FROM NODE 320.00 TO NODE 322.00 = 366.00 FEET. ++xxxx+xxx+xxx+xx++++xxxxx+++++xxxxxxxxx++++xxxx+xxx+xxx+++++x+xxxx+x+x++xxx FLOW PROCESS FROM NODE 322.00 TO NODE 322.00 IS CODE = 1 »>>>DESIGNATE INDEPENDENTSTREAMFOR CONFLUENCE««< >>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES-­< ____________________________________________________________________________ TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MIN.) = 8.86 RAINFALL INTENSITY(INCH/HR) = 3.52 AREA-AVERAGED Fm(INCH/HR) = 0.03 AREA-AVERAGED Fp(INCH/HR) = 0.25 AREA-AVERAGED Ap = 0.10 EFFECTIVE STREAM AREA(ACRES) = 1.40 TOTAL STREAM AREA(ACRES) = 1.40 PEAK FLOW RATE(CFS) AT CONFLUENCE = 4.40 ** CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 2.25 8.12 3.690 0.25( 0.03) 0.10 0.6 310.00 2 4.40 8.86 3.519 0.25( 0.03) 0.10 1.4 320.00 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO CONFLUENCE FORMULA USED FOR 2 STREAMS. ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 6.47 8.12 3.690 0.25( 0.02) 0.10 1.9 310.00 2 6.55 8.86 3.519 0.25( 0.03) 0.10 2.0 320.00 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 6.55 Tc(MIN.) = 8.86 EFFECTIVE AREA(ACRES) = 2.00 AREA-AVERAGED Fm(INCH/HR) = 0.03 AREA-AVERAGED Fp(INCH/HR) = 0.25 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 2.00 LONGEST FLOWPATH FROM NODE 310.00 TO NODE 322.00 = 590.00 FEET. *xxx++xx+x+xxxxxxxxx++x++xxx+xxx+xx++xxxxx+xxxx+xxx+++x+++xxx*x+xxx+xxxx+++x FLOW PROCESS FROM NODE 322.00 TO NODE 323.00 IS CODE = 31 ---------------------------------------------------------------------------- »>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA«<<< >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<< ELEVATIONIIDATAc�UPSTREAM(FEET) ��60 92 DOWNSTREAM(FEET)= =aas60.22 FLOW LENGTH(FEET) = 139.00 MANNING'S N = 0.012 DEPTH OF FLOW IN 18.0 INCH PIPE IS 12.5 INCHES PIPE-FLOW VELOCITY(FEET/SEC.) = 4.98 ESTIMATED PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 6.55 PIPE TRAVEL TIME(MIN.) = 0.47 Tc(MIN.) = 9.33 LONGEST FLOWPATH FROM NODE 310.00 TO NODE 323.00 = 729.00 FEET. xxxxxx++x+x++x++xxx+xxxxx++x+++xxxxxxxxxxx+xxxx+xxx+x+x+xxxx+*++xxx+xxxxxxxx FLOW PROCESS FROM NODE 323.00 TO NODE 323.00 IS CODE = 11 ------•_-__-___----------`----------------------`-'_------' >» CONFLUENCE MEMORY BANK # 1 WITH THE MAIN-STREAM MEMORY« << ** MAIN STREAM CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 6.47 8.58 3.583 0.25( 0.02) 0.10 1.9 310.00 2 6.55 9.33 3.413 0.25( 0.03) 0.10 2.0 320.00 LONGEST FLOWPATH FROM NODE 310.00 TO NODE 323.00 = 729.00 FEET. ** MEMORY BANK # 1 CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 7.93 12.91 2.824 0.25( 0.02) 0.10 3.2 300.00 LONGEST FLOWPATH FROM NODE 0.00 TO NODE 323.00 = 0.00 FEET. ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 13.18 8.58 3.583 0.25f 0.02) 0.10 4.0 310.00 2 13.48 9.33 3.413 0.251 0.02) 0.10 4.3 320.00 3 13.34 12.91 2.824 0.25( 0.02) 0.10 5.2 300.00 TOTAL AREA(ACRES) = 5.15 Page 4 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 13.48 Tc(MIN.) = 9.329 EFFECTIVE AREA(ACRES) = 4.26 AREA-AVERAGED Fm(INCH/HR) = 0.02 AREA-AVERAGED Fp(INCH/HR) = 0.25 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 5.15 LONGEST FLOWPATH FROM NODE 310.00 TO NODE 323.00 = 729.00 FEET. FLOW PROCESS FROM NODE 323.00 TO NODE 323.00 IS CODE = 12 ______----------------------`------------_---_---- >>>>>CLEAR MEMORY BANK # 1 <.<<< .......... ay + am.... ENDOFSTUDY SUMMARYca_ ____�..._ TOTAL AREA(ACRES) = 5.15 TC(MIN.) = 9.33 EFFECTIVE AREA(ACRES) = 4.28 AREA-AVERAGED Fm(INCH/HR)= 0.02 AREA-AVERAGED Fp(INCH/HR) = 0.25 AREA-AVERAGED Ap = 0.10 PEAK FLOW RATE(CFS) = 13.48 ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap As HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 13.18 8.5B 3.583 0.25( 0.02) 0.10 4.0 310.00 2 13.48 9.33 3.413 0.25( 0.02) 0.10 4.3 320.00 3 13.34 12.91 2.624 0.25( 0.02) 0.10 5.2 300.00 END OF RATIONAL METHOD ANALYSIS 1 Page 5 RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE (Reference: 1986 OCEMA HYDROLOGY CRITERION) (c) Copyright 1983-99 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/99 License ID 1435 Analysis prepared by: THIENES ENGINEERING 16800 VALLEY VIEW AVENUE LA MIRADA CA 90638 PH: (714) 521-4811 FAX: (714) 521-4173 ************************** DESCRIPTION OF STUDY ************************xx * 14451 MYFORD ROAD * EXISTING CONDITINO NODES 100-101 * 100-YEAR � +w**ww****+wkk*xw+****kxxw+w*wkk+*wkkwkxk+*xw***k*w*+x**w+w*k+xk*+kww*+kkk FILE NAME: C:\XDRIVE\3776\EXA100.DAT TIME/DATE OF STUDY: 12:32 06/30/2019 ----------- siUSER�SPECIFIED-HYDROLOGYfAND HYDRAULIC MODEL INFORMATION=AYE==as==--'-an-� __. ....._____________:===* ' =.saa. -- TIME-OF-CONCENTRATIONMODEL*�a=#== _:_= _____ USER SPECIFIED STORM EVENT(YEAR) = 100.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 12.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 0.95 *DATA BANK RAINFALL USED* *ANTECEDENT MOISTURE CONDITION (AMC) III ASSUMED FOR RATIONAL METHOD* kxwx++kw+w+xwwwx++ww+kxww*kww*wxwxkk*w*kkk+**ww*kxx*www+k+wxkxwk**k**k+kw*+k FLOW PROCESS FROM NODE 100.00 TO NODE 101.00 IS CODE = 21 !»>>>RATIONALJ METHOD INITIAL r SUBAREA ANALYSIS<<«< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< aa =a=�='���.:n= f�INITIAL=SUBAREA=FLOW-LENGTH(FEET) - 350 00 ===_ ELEVATION DATA: UPSTREAM(FEET) = 68.65 DOWNSTREAM(FEET) = 65.68 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 8.218 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.654 SUBAREA Tc AND LOSS RATE DATA(AMC III) : DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL C 1.10 0.25 0.10 86 8.22 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.25 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA RUNOFF(CFS) = 4.58 TOTAL AREA(ACRES) = 1.10 PEAK FLOW RATE(CFS) = 4.58 ----------------------------------------------- END OF STUDY SUMMARY: TOTAL AREA(ACRES) = 1.10 TC(MIN.) = 8.22 EFFECTIVE AREA(ACRES) = 1.10 AREA-AVERAGED Fm(INCH/HR)= 0.03 AREA-AVERAGED Fp(INCH/HR) = 0.25 AREA-AVERAGED Ap = 0.10 PEAK FLOW RATE(CFS) = 4.58 'END OF RATIONAL=METHOD ANALYSISa����.��:�v..asasr _ 1 Page 1 rr•rr+++dr*+++r*xrr+++++r++xr+x*+•xr++.r•+++++xx********++*+**+*+************ RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE (Reference: 1986 OCEMA HYDROLOGY CRITERION) (c) Copyright 1983-99 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/99 License ID 1435 Analysis prepared by: THIENES ENGINEERING 16800 VALLEY VIEW AVENUE LA MIRADA CA 90638 PH: (714) 521-4811 FAX: (714) 521-4173 ************************** DESCRIPTION OF STUDY *************+++*******x** * 14451 MYFORD ROAD ' * EXISTING CONDITION NODES 110-111 ` * 100-YEAR ' FILE NAME: C:\XDRIVE\3776\EXB100.DAT TIME/DATE OF STUDY: 12:33 06/30/2019 .=USER SSPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: .............. ............ *TIME OION MODEL*-- USER SPECIFIED STORM EVENT(YEAR) = 100.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 12.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 0.95 *DATA BANK RAINFALL USED* *ANTECEDENT MOISTURE CONDITION (AMC) III ASSUMED FOR RATIONAL METHOD* FLOW PROCESS FROM NODE 110.00 TO NODE 111.00 IS CODE = 21 - -----------------------`- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< =. .....=S...... .... S== 182.00s---...a_=__=__,�.:.............. IA FLOW LENGTH( ELEVATION DATA: UPSTREAM(FEET) = 66.45 DOWNSTREAM(FEET) S 64.69 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM TC(MIN.) = 6.163 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.488 SUBAREA To AND LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL C 0.70 0.25 0.10 86 6.16 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.25 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA RUNOFF(CFS) = 3.44 TOTAL AREA(ACRES) = 0.70 PEAK FLOW RATE(CFS) . 3.44 =TSS m..II==_==. . END OF STUDY SUMMARY: TOTAL AREA(ACRES) = 0.70 TC(MIN.) = 6.16 EFFECTIVE AREA(ACRES) = 0..70 AREA-AVERAGED Fm(INCH/HR)= 0.03 AREA-AVERAGED Fp(INCH/HR) - 0.25 AREA-AVERAGED Ap = 0.10 PEAK FLOW RATE(CFS) = 3.44 ==END�OF RA_T_: LIIMETHOD ANALYSIS_ 1 Page 1 *wry+rrar+rrr+ar•ay.w*wwxw**w+*x+*wwwww++xx*w*w*xwwwwxww**ww+*+*+*w*ww+wwxww RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE (Reference: 1986 OCEMA HYDROLOGY CRITERION) (c) Copyright 1983-99 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/99 License ID 1435 Analysis prepared by: THIENES ENGINEERING 16800 VALLEY VIEW AVENUE LA MIRADA CA 90638 PH: (714) 521-4811 FAX: (714) 521-4173 w************************* DESCRIPTION OF STUDY ***w**********+www*wwwwxxw * 14451 MYFORD ROAD * EXISTING CONDITION NODES 200-203 * 100-YEAR w*w**w*+w+wxw++xw*wx++w****xxww*w*wxwx*xx**++w*w*w***ww+x*x+w*www+w+x*+ww* FILE NAME: C:\XDRIVE\3776\EXC100.DAT TIME/DATE OF STUDY: 12:34 06/30/2019 ...=..=s==............==a .........____-_------aa....a=_ USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: *TIME-OFgCONCENTRATION MODEL*Qi:..=��=�=a_==....s USER SPECIFIED STORM EVENT(YEAR) = 100.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 12.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 0.95 *DATA BANK RAINFALL USED* *ANTECEDENT MOISTURE CONDITION (AMC) III ASSUMED FOR RATIONAL METHOD* xxww*w**w**wxw+wwwww+www*ww*xwwxw*w**w+xxwwwxw*xwaxw*wwww*w*wxw**w++w+www*ww FLOW PROCESS FROM NODE 200.00 TO NODE 201.00 IS CODE = 21 >»>RATIONAL METHOD�INITIAL'SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA« ------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) = 355.00 ELEVATION DATA: UPSTREAM(FEET) = 69.96 DOWNSTREAM(FEET) = 64.82 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 7.427 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.932 SUBAREA Tc AND LOSS RATE DATA(AMC III) : DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL C 0.75 0.25 0.10 86 7.43 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.25 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA RUNOFF(CFS) = 3.31 TOTAL AREA(ACRES) = 0.75 PEAK FLOW RATE(CFS) - 3.31 www*xw+wwwwwx++w+wxw**+w+****+*wxwwwwwwwxx**xwww*www*+ww***+w+wxxwwwx++xwx*w FLOW PROCESS FROM NODE 201.00 TO NODE 202.00 IS CODE = 9 _----------------`-----------------`----`--------------`- »>>>COMPUTE "V" GUTTER FLOW TRAVEL TIME THRU SUBAREA« << .................................. ...... ... =a.=F=...s ➢'UPSTREAM NODE$ELEVATION(FEET) 64 =sa...;'...... C9 DOWNSTREAM NODE ELEVATION(FEET) = 64.40 CHANNEL LENGTH THRU SUBAREA(FEET) = 118.00 "V" GUTTER WIDTH(FEET) = 3.00 GUTTER HIKE(FEET) = 0.170 PAVEMENT LIP(FEET) = 0.013 MANNING'S N = .0150 PAVEMENT CROSSFALL(DECIMAL NOTATION) = 0.02000 MAXIMUM DEPTH(FEET) = 0.50 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.578 SUBAREA LOSS RATE DATA(AMC III) : DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL C 0.85 0.25 0.10 86 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.25 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 5.05 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 1.69 AVERAGE FLOW DEPTH(FEET) = 0.39 FLOOD WIDTH(FEET) = 23.40 "V" GUTTER FLOW TRAVEL TIME(MIN.) = 1.16 Tc(MIN.) = 8.59 SUBAREA AREA(ACRES) = 0.85 SUBAREA RUNOFF(CFS) = 3.48 EFFECTIVE AREA(ACRES) = 1.60 AREA-AVERAGED Fm(INCH/HR) = 0.03 AREA-AVERAGED Fp(INCH/HR) = 0.25 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 1.60 PEAK FLOW RATE(CFS) = 6.56 END OF SUBAREA "V" GUTTER HYDRAULICS: DEPTH(FEET) = 0.42 FLOOD WIDTH(FEET) = 26.25 FLOW VELOCITY(FEET/SEC.) = 1.77 DEPTH*VELOCITY(FT*FT/SEC) = 0.74 LONGEST FLOWPATH FROM NODE 200.00 TO NODE 202.00 = 473.00 FEET. ww*ww*+x+*xw+www*w*xx*www*+*+wwxww***++wxxxw**w++w+xwwwwxw++*x+w**ww*w+w+wxw FLOW PROCESS FROM NODE 202.00 TO NODE 203.00 IS CODE = 9 -----------------------------------------`----------- >>>>COMPUTE "V" GUTTER FLOW TRAVEL TIME THRU SUBAREA««< ......... ..... f .. UPSTREAMELEVATION(FEET)FEET) �s 64140 =_ =a .�....a�.a�s.��==a DOWNSTREAM NODE ELEVATION(FEET) = 63.24 CHANNEL LENGTH THRU SUBAREA(FEET) = 186.00 "V" GUTTER WIDTH(FEET) = 3.00 GUTTER HIKE(FEET) . 0.170 PAVEMENT LIP(FEET) = 0.013 MANNING'S N = .0150 PAVEMENT CROSSFALL(DECIMAL NOTATION) = 0.02000 Page 1 MAXIMUM DEPTH(FEET) = 0.50 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.191 SUBAREA LOSS RATE DATA(AMC III) : DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL C 1.35 0.25 0.10 86 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.25 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 9.08 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 2.37 AVERAGE FLOW DEPTH(FEET) = 0.42 FLOOD WIDTH(FEET) = 26.75 "V" GUTTER FLOW TRAVEL TIME(MIN.) = 1.31 TC(MIN.) = 9.89 SUBAREA AREA(ACRES) = 1.35 SUBAREA RUNOFF(CFS) = 5.06 EFFECTIVE AREA(ACRES) = 2.95 AREA-AVERAGED Fm(INCH/HR) = 0.03 AREA-AVERAGED Fp(INCH/HR) = 0.25 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 2.95 PEAK FLOW RATE(CFS) = 11.06 END OF SUBAREA "V" GUTTER HYDRAULICS: DEPTH(FEET) = 0.44 FLOOD WIDTH(FEET) = 29.11 FLOW VELOCITY(FEET/SEC.) = 2.47 DEPTH*VELOCITY(FT*FT/SEC) = 1.09 LONGEST FLOWPATH FROM NODE 200.00 TO NODE 203.00 = 659.00 FEET. 4 ....................... TOTAL AREA(ACRES) = 2.95 TC(MIN.) = 9.89 EFFECTIVE AREA(ACRES) = 2.95 ARRA-AVERAGED Fm(INCH/HR)= 0.03 AREA-AVERAGED Fp(INCH/HR) a 0.25 AREA-AVERAGED Ap = 0.10 PEAK FLOW RATE(CFS) = 11.06 �6END OF RATIONAL METHOD ANALYSIS 1 Page 2 RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE (Reference: 1986 OCEMA HYDROLOGY CRITERION) (c) Copyright 1983-99 Advanced Engineering Software (aes) Ver. 8.0 Release Date: 01/01/99 License ID 1435 Analysis prepared by: THIENES ENGINEERING 16800 VALLEY VIEW AVENUE LA MIRADA CA 90638 PH: (714) 521-4811 FAX: (714) 521-4173 +*+*****x*+*+*x*****+*xxxx DESCRIPTION OF STUDY x*******xtR*xtR***Rt+*++t* * 14451 MYFORD ROAD * EXISTING CONDITION NODES 300-323 * 100-YEAR FILE NAME: C:\XDRIVE\3776\EXD100.DAT TIME/DATE OF STUDY: 12:35 06/30/2019 . 4 = =USERSPECIFIED HYDROLOGYANDHYDRAULIC MODEL INFORMATION: --*TIME-OF CONCENTRATION MODEL*Q_____________a= USER SPECIFIED STORM EVENT(YEAR) = 100.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 12.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 0.95 *DATA BANK RAINFALL USED* *ANTECEDENT MOISTURE CONDITION (AMC) III ASSUMED FOR RATIONAL METHOD* FLOW PROCESS FROM NODE 300.00 TO NODE 301.00 IS CODE = 21 '--------------------------------------------------_____._.----------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< =' ffi INITIAL SUBAREA FLOW-LENGTH(FEET) =�=7@ 232.00 ...�.::�.�.�.�=II=====_==._rmr:=.==a.= ELEVATION DATA: UPSTREAM(FEET) = 66.08 DOWNSTREAM(FEET) 64.70 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 7.485 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.910 SUBAREA Tc AND LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL C 0.85 0.25 0.10 86 7.48 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.25 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA RUNOFF(CFS) = 3.74 TOTAL AREA(ACRES) = 0.85 PEAK FLOW RATE(CFS) - 3.74 *+x*R**xx****#*x**x***Rt+***x++t*t**********x+*#+****++***#xxx*x*****R***#++ FLOW PROCESS FROM NODE 301.00 TO NODE 302.00 IS CODE = 9 »>>>COMPUTE "V" GUTTER FLOW TRAVEL TIME THRU SUBAREA««< UPSTREAM DE =_-- 64170 == DOWNSTREAM NODE ELEVATION(FEET) = 63.82 CHANNEL LENGTH THRU SUBAREA(FEET) = 183.00 "V" GUTTER WIDTH(FEET) = 3.00 GUTTER HIKE(FEET) = 0.170 PAVEMENT LIP(FEET) = 0.013 MANNING'S N = .0150 PAVEMENT CROSSFALL(DECIMAL NOTATION) = 0.02000 MAXIMUM DEPTH(FEET) = 0.50 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.441 SUBAREA LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL C 0.85 0.25 0.10 86 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.25 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 5.43 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 1.45 AVERAGE FLOW DEPTH(FEET) = 0.38 FLOOD WIDTH(FEET) = 22.53 "V" GUTTER FLOW TRAVEL TIME(MIN.) = 1.57 Tc(MIN.) = 9.05 SUBAREA AREA(ACRES) = 0.85 SUBAREA RUNOFF(CFS) = 3.38 EFFECTIVE AREA(ACRES) = 1.70 AREA-AVERAGED Fm(INCH/HR) = 0.03 AREA-AVERAGED Fp(INCH/HR) = 0.25 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 1.70 PEAK FLOW RATE(CFS) 6.76 END OF SUBAREA "V" GUTTER HYDRAULICS: DEPTH(FEET) = 0.40 FLOOD WIDTH(FEET) = 24.89 FLOW VELOCITY(FEET/SEC.) = 2.02 DEPTH*VELOCITY(FT*FT/SEC) = 0.81 LONGEST FLOWPATH FROM NODE 300.00 TO NODE 302.00 = 415.00 FEET. FLOW PROCESS FROM NODE 302.00 TO NODE 303.00 IS CODE = 9 ­­COMPUTE COMPUTE "V" GUTTER AFLOW TRAVEL TIME THRU SUBAREA<<<<< m ` UPSTREAM NODE ELEVATION(FEET) --- 63Qaeaa. 82= �.».::.==a:= DOWNSTREAM NODE ELEVATION(FEET) = 63.14 CHANNEL LENGTH THRU SUBAREA(FEET) = 172.00 "V" GUTTER WIDTH(FEET) = 3.00 GUTTER HIKE(FEET) - 0.170 PAVEMENT LIP(FEET) = 0.013 MANNING'S N = .0150 PAVEMENT CROSSFALL(DECIMAL NOTATION) = 0.02000 Page 1 MAXIMUM DEPTH(FEET) = 0.50 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.047 SUBAREA LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL C 0.30 0.25 0.10 86 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.25 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 7.30 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 1.89 AVERAGE FLOW DEPTH(FEET) = 0.42 FLOOD WIDTH(FEET) = 26.87 "V" GUTTER FLOW TRAVEL TIME(MIN.) = 1.52 Tc(MIN.) = 10.57 SUBAREA AREA(ACRES) = 0.30 SUBAREA RUNOFF(CFS) = 1.09 EFFECTIVE AREA(ACRES) = 2.00 AREA-AVERAGED Fm(INCH/HR) = 0.03 AREA-AVERAGED Fp(INCH/HR) = 0.25 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 2.00 PEAK FLOW RATE(CFS) = 7.24 END OF SUBAREA "V" GUTTER HYDRAULICS: DEPTH(FEET) = 0.42 FLOOD WIDTH(FEET) = 26.75 FLOW VELOCITY(FEET/SEC.) = 1.89 DEPTH*VELOCITY(FT*FT/SEC) = 0.79 LONGEST FLOWPATH FROM NODE 300.00 TO NODE 303.00 = 587.00 FEET, xxxxxxxxxxxaxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx*xxxxx*xxxxxxxxxxxxxx FLOW PROCESS FROM NODE 303.00 TO NODE 304.00 IS CODE = 61 >>»>COMPUTE STREET-FLOW TRAVEL TIME THRU SUBAREA««< >>>>>(STANDARD CURB SECTION USED)­­ UPSTREAM ELEVATION(FEET) = 63.14 DOWNSTREAM ELEVATION(FEET) = 62.45 STREET LENGTH(FEET) = 159.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 25.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) = 20.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0148 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 8.17 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: NOTE: STREET FLOW EXCEEDS TOP OF CURB. THE FOLLOWING STREET FLOW RESULTS ARE BASED ON THE ASSUMPTION THAT NEGLIBLE FLOW OCCURS OUTSIDE OF THE STREET CHANNEL. THAT IS, ALL FLOW ALONG THE PARKWAY, ETC., IS NEGLECTED. STREET FLOW DEPTH(FEET) = 0.51 HALFSTREET FLOOD WIDTH(FEET) = 18.99 AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.20 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 1.11 STREET FLOW TRAVEL TIME(MIN.) = 1.21 Tc(MIN.) = 11.77 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.805 SUBAREA LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL C 0.55 0.25 0.10 86 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.25 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA AREA(ACRES) = 0.55 SUBAREA RUNOFF(CFS) = 1.87 EFFECTIVE AREA(ACRES) = 2.55 AREA-AVERAGED Fm(INCH/HR) = 0.03 AREA-AVERAGED Fp(INCH/HR) = 0.25 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 2.55 PEAK FLOW RATE(CFS) = 8.68 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.52 HALFSTREET FLOOD WIDTH(FEET) = 19.45 FLOW VELOCITY(FEET/SEC.) = 2.22 DEPTH*VELOCITY(FT*FT/SEC.) = 1.15 LONGEST FLOWPATH FROM NODE 300.00 TO NODE 304.00 = 746.00 FEET. **xxxxxx*xxx*xxxxxxxxxxxxxxxxxxxxxxxx****xxxxxx*xxxxxxxxxxxxx*xxxxxxxxxxxxxx FLOW PROCESS FROM NODE 304.00 TO NODE 323.00 IS CODE = 61 » >>COMPUTE STREET FLOW TRAVEL TIME THRU SUBAREA<<<<< >» >>(STANDARD CURB SECTION USED)<<«< UPSTREAM=ELEVATION(FEET) = 62.45 =DOWNSTREAM IIELEVATION(FEET)= -= 61.48 STREET LENGTH(FEET) = 142.00 CURB HEIGHT(INCHES) = 6.0 STREET HALFWIDTH(FEET) = 25.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK(FEET) - 20.00 INSIDE STREET CROSSFALL(DECIMAL) = 0.020 OUTSIDE STREET CROSSFALL(DECIMAL) = 0.020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 Manning's FRICTION FACTOR for Streetflow Section(curb-to-curb) = 0.0148 **TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 9.65 STREETFLOW MODEL RESULTS USING ESTIMATED FLOW: STREET FLOW DEPTH(FEET) = 0.50 HALFSTREET FLOOD WTDTH(FRF.T) = 18.53 AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.72 PRODUCT OF DEPTH&VELOCITY(FT*FT/SEC.) = 1.35 STREET FLOW TRAVEL TIME(MIN.) = 0.87 Tc(MIN.) = 12.64 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 3.639 SUBAREA LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL C 0.60 0.25 0.10 86 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.25 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA AREA(ACRES) = 0.60 SUBAREA RUNOFF(CFS) = 1.95 Page 2 EFFECTIVE AREA(ACRES) = 3.15 AREA-AVERAGED Fm(INCH/HR) = 0.02 AREA-AVERAGED Fp(INCH/HR) = 0.25 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 3.15 PEAK FLOW RATE(CFS) = 10.25 END OF SUBAREA STREET FLOW HYDRAULICS: DEPTH(FEET) = 0.51 HALFSTREET FLOOD WIDTH(FEET) = 18.99 FLOW VELOCITY(FEET/SEC.) = 2.75 DEPTH*VELOCITY(FT*FT/SEC.) = 1.39 LONGEST FLOWPATH FROM NODE 300.00 TO NODE 323.00 = 888.00 FEET. txtxxxxttwtwxxxwwwtxtxtxwx++tt++tttxtttxttx++++wxxtt+xttttwxwxwwx+xwt+ttt*tx FLOW PROCESS FROM NODE 323.00 TO NODE 323.00 IS CODE = 10 ..___ > >>MAIN-STREAM MEMORY COPIED ONTO MEMORY BANK # 1 <<<<< wwwtxx+wxt+xttttwwwtwwx+txxtt+twwwwxxwwwww+ttt+xxxxx+xwttwtxtxwwtxxtttxtwtww FLOW PROCESS FROM NODE 310.00 TO NODE 311.00 IS CODE = 21 --------------._-____-`----_---________- _ >>»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS«<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< i ==INITIAL SUBAREA FLOW-LENGTH(FEET) n=s =====n== 150.00 __===a====_=.a=a.==.=._ _ ELEVATION DATA: UPSTREAM(FEET) = 66.64 DOWNSTREAM(FEET) = 65.94 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 6.599 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.365 SUBAREA Tc AND LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL C 0.60 0.25 0.10 86 6.60 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.25 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA RUNOFF(CFS) = 2.88 TOTAL AREA(ACRES) = 0.60 PEAK FLOW RATE(CFS) 2.88 +tt+txxttttxxtttxtwxttxxtwxwtxtww+++t++ttwttxxtww+t+w+tt+tx+xtxtxwxxxxwtt++t FLOW PROCESS FROM NODE 311.00 TO NODE 322.00 IS CODE = 31 -----------------------------`-`-•_----------------------`---"_ >>>>>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA-« >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<«< ELEVATION DATA: UPSTREAM(FEET) = 64.94 DOWNSTREAM(FEET) = 60.92 FLOW LENGTH(FEET) = 440.00 MANNING'S N = 0.012 DEPTH OF FLOW IN 12.0 INCH PIPE IS 8.1 INCHES PIPE-FLOW VELOCITY(FEET/SEC.) = 5.09 ESTIMATED PIPE DIAMETER(INCH) = 12.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 2.88 PIPE TRAVEL TIME(MIN.) = 1.44 Tc(MIN.) = 8.04 LONGEST FLOWPATH FROM NODE 310.00 TO NODE 322.00 = 590.00 FEET. +++txtttxxxtxtxwtw+++tttxwt+++txxx++xxwxxxtttw+++tttx+xxxtttxwtwxwwwwt+x+txx FLOW PROCESS FROM NODE 322.00 TO NODE 322.00 IS CODE = 1 -":::---'---'---------"______--====s== =e.=== --'--"----------------<_--- » === »>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE««< = TOTALrNUMBER_OFASTREAMS2 ====�R=aa_. .=..=s=._..=== CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MIN.) = 8.04 RAINFALL INTENSITY(INCH/HR) = 4.74 AREA-AVERAGED Fm(INCH/HR) = 0.03 AREA-AVERAGED Fp(INCH/HR) = 0.25 AREA-AVERAGED Ap = 0.10 EFFECTIVE STREAM AREA(ACRES) = 0.60 TOTAL STREAM AREA(ACRES) = 0.60 PEAK FLOW RATE(CFS) AT CONFLUENCE = 2.88 xwx++t+t+t+xtxtxtxxwwxx+++ttxwtxtwtx++++++ttxxxwt*ttxwwx+x+++++++xx+t+xttwwx FLOW PROCESS FROM NODE 320.00 TO NODE 321.00 IS CODE = 21 --------------- ------_---------------`---`------------ ----- » >>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< =INITIAL=SUBAREA=FLOWLENGTH(FEET)ffi=Q=¢161.00 ELEVATION DATA: UPSTREAM(FEET) = 66.14 DOWNSTREAM(FEET) 65.52 Tc = K*[(LENGTH** 3.00)/(ELEVATION CHANGE)]**0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 7.055 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.130 SUBAREA Tc AND LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL C 0.65 0.25 0.10 86 7.05 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.25 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 SUBAREA RUNOFF(CFS) = 2.99 TOTAL AREA(ACRES) = 0.65 PEAK FLOW RATE(CFS) = 2.99 wwwwwwwwxt+wwxwttxttxx++wtwwwxt+tttttxxxxxttwwwwxxw+xwww+xttwtxwwtxtxtxtx+xt FLOW PROCESS FROM NODE 321.00 TO NODE 322.00 IS CODE = 9 >>>>>COMPUTE "V" GUTTER`FLOW TRAVEL TIME THRU SUBAREA«« _...._:.____:_..:..__..,_____________.B.=... ....;;--:_.=..------.-sem:=.=__.___________ UPSTREAM NODE ELEVATION(FEET) = 65.52 DOWNSTREAM NODE ELEVATION(FEET) = 64.43 CHANNEL LENGTH THRU SUBAREA(FEET) = 205.00 "V" GUTTER WIDTH(FEET) = 3.00 GUTTER HIKE(FEET) = 0.170 PAVEMENT LIP(FEET) = 0.013 MANNING'S N = .0150 PAVEMENT CROSSFALL(DECIMAL NOTATION) = 0.02000 Page 3 MAXIMUM DEPTH(FEET) = 0.50 * 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.519 SUBAREA LOSS RATE DATA(AMC III) : DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL C 0.75 0.25 0.10 86 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.25 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.10 TRAVEL TIME COMPUTED USING ESTIMATED FLOW(CFS) = 4.50 TRAVEL TIME THRU SUBAREA BASED ON VELOCITY(FEET/SEC.) = 1.97 AVERAGE FLOW DEPTH(FEET) = 0.35 FLOOD WIDTH(FEET) = 20.18 "V" GUTTER FLOW TRAVEL TIME(MIN.) = 1.73 Tc(MIN.) = 8.79 SUBAREA AREA(ACRES) = 0.75 SUBAREA RUNOFF(CFS) = 3.03 EFFECTIVE AREA(ACRES) = 1.40 AREA-AVERAGED Fm(INCH/HR) = 0.03 AREA-AVERAGED Fp(INCH/HR) = 0.25 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 1.40 PEAK FLOW RATE(CFS) = 5.66 END OF SUBAREA "V" GUTTER HYDRAULICS: DEPTH(FEET) = 0.38 FLOOD WIDTH(FEET) = 22.53 FLOW VELOCITY(FEET/SEC.) = 2.03 DEPTH*VELOCITY(FT*FT/SEC) = 0.77 LONGEST FLOWPATH FROM NODE 320.00 TO NODE 322.00 = 366.00 FEET. FLOW PROCESS FROM NODE 322.00 TO NODE 322.00 IS CODE = 1 »>>>DESIGNATEµINDEPENDENT STREAM FOR CONFLUENCE«« >>>>>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES<<<<< ............Ga=4-­ =.........-......... TOTAL NUMBER OF STREAMS = 2 CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MIN.) = 8.79 RAINFALL INTENSITY(INCH/HR) = 4.52 AREA-AVERAGED Fm(INCH/HR) = 0.03 AREA-AVERAGED Fp(INCH/HR) = 0.25 AREA-AVERAGED Ap = 0.10 EFFECTIVE STREAM AREA(ACRES) = 1.40 TOTAL STREAM AREA(ACRES) = 1.40 PEAK FLOW RATE(CFS) AT CONFLUENCE = 5.66 ** CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap As HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 2.88 8.04 4.741 0.25( 0.03) 0.10 0.6 310.00 2 5.66 8.79 4.519 0.25( 0.03) 0.10 1.4 320.00 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO CONFLUENCE FORMULA USED FOR 2 STREAMS. ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 8.32 8.04 4.741 0.25( 0.03) 0-10 1.9 310.00 2 8.41 8.79 4.519 0.25( 0.03) 0.10 2.0 320.00 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 8.41 Tc(MIN.) = 8.79 EFFECTIVE AREA(ACRES) = 2.00 AREA-AVERAGED Fm(INCH/HR) = 0.03 AREA-AVERAGED Fp(INCH/HR) = 0.25 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 2.00 LONGEST FLOWPATH FROM NODE 310.00 TO NODE 322.00 = 590.00 FEET. +xx+x++x++xxx+++x+x+++x+xxx+++xx+++xxx+xxx+xxx*+xx+x++xx+++xx++xx+x+*+xxxx*+ FLOW PROCESS FROM NODE 322.00 TO NODE 323.00 IS CODE = 31 »»>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA««< >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<<<<< =' y ELEVATION DATA: UPSTREAM(FEET) =Y�60.92DOWNSTREAM(FEET) = !60.22'^�= FLOW LENGTH(FEET) = 139.00 MANNING'S N = 0.012 DEPTH OF FLOW IN 21.0 INCH PIPE IS 13.0 INCHES PIPE-FLOW VELOCITY(FEET/SEC.) = 5.35 ESTIMATED PIPE DIAMETER(INCH) = 21.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 8.41 PIPE TRAVEL TIME(MIN.) = 0.43 Tc(MIN.) = 9.22 LONGEST FLOWPATH FROM NODE 310.00 TO NODE 323.00 = 729.00 FEET. xx++xx+xx+x+++x+x+x++x+xxxxx++xx+x++++++++xx+++xxx+x+xxxxxxxx+xxx*+xx+x++x++ FLOW PROCESS FROM NODE 323.00 TO NODE 323.00 IS CODE = 11 ------------- -___--_--_-___-_--_--__-_-"_"" - - »>>CONFLUENCE MEMORY BANK # 1 WITH THE MAIN-STREAM MEMORY« << ** MAIN STREAM CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 8.32 8.47 4.612 0.25( 0.03) 0.10 1.9 310.00 2 8.41 9.22 4.391 0.25( 0.03) 0.10 2.0 320.00 LONGEST FLOWPATH FROM NODE 310.00 TO NODE 323.00 = 729.00 FEET. ** MEMORY BANK # 1 CONFLUENCE DATA ** STREAM Q Tc Intensity Fp(Fm) Ap As HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 10.25 12.64 3.639 0.25( 0.02) 0.10 3.2 300.00 LONGEST FLOWPATH FROM NODE 0.00 TO NODE 323.00 = 0.00 FEET. ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap Ae HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 17.03 8.47 4.612 0.25( 0.02) 0.10 4.0 310.00 Page 4 2 17.44 9.22 4.391 0.25( 0.02) 0.10 4.3 320.00 3 17.21 12.64 3.639 0.25( 0.02) 0.10 5.2 300.00 TOTAL AREA(ACRES) = 5.15 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: PEAK FLOW RATE(CFS) = 17.44 Tc(MIN.) = 9.220 EFFECTIVE AREA(ACRES) = 4.30 AREA-AVERAGED Fm(INCH/HR) = 0.02 AREA-AVERAGED Fp(INCH/HR) = 0.25 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 5.15 LONGEST FLOWPATH FROM NODE 310.00 TO NODE 323.00 = 729.00 FEET. x+x+++++x+++++++xx++xxx+++++++x+x+x+++xxx+x+++x++++++++xx+x+x+++++xx++x+xxxx FLOW PROCESS FROM NODE 323.00 TO NODE 323.00 IS CODE = 12 -------------------------- ---------------------'_ >>»>CLEAR MEMORY BANK # 1 <<<< MEND OF STUDY SUMMARY=_===a._=_=____=:...a.as==__=__,___az TOTAL AREA(ACRES) 5.15 TC(MIN.) = 9.22 EFFECTIVE AREA(ACRES) 4.30 AREA-AVERAGED Fm(INCH/HR)= 0.02 AREA-AVERAGED Fp(INCH/HR) = 0.25 AREA-AVERAGED Ap = 0.10 PEAK FLOW RATE(CFS) 17.44 ** PEAK FLOW RATE TABLE ** STREAM Q Tc Intensity Fp(Fm) Ap As HEADWATER NUMBER (CFS) (MIN.) (INCH/HR) (INCH/HR) (ACRES) NODE 1 17.03 9.47 4.612 0.25( 0.02) 0.10 4.0 310.00 2 17.44 9.22 4.391 0.25( 0.02) 0.10 4.3 320.00 3 17.21 12.64 3.639 0.25( 0.02) 0.10 5.2 300.00 �=END QOF�RATIONAL METHOD ANALYSIS 1 Page 5 10OP25.RES ........................................................................................................................................................ RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE (Reference: 1986 ORANGE COUNTY HYDROLOGY CRITERION) (c) Copyright 1983-2016 Advanced Engineering Software (aes) Ver. 23.0 Release Date: 07/01/2016 License ID 1435 Analysis prepared by: DESCRIPTION OF STUDY .................................................... TEI JOB NO 3776 PROPOSED CONDITION 25 YEAR STORM EVENT .................................................................................................................................................... FILE NAME: W:\3776\10OP25.DAT TIME/DATE OF STUDY: 11:12 09/04/2020 USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: ---------------------------------------------------------------------------- --`TIME-OF-CONCENTRATION MODEL`-- USER SPECIFIED STORM EVENT(YEAR) = 25.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 12.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 0.95 `DATA BANK RAINFALL USED` `ANTECEDENT MOISTURE CONDITION (AMC) II ASSUMED FOR RATIONAL METHOD` `USER-DEFINED STREET-SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL` HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER-GEOMETRIES: MANNING WIDTH CROSSFALL IN- / OUT-/PARK- HEIGHT WIDTH LIP HIKE FACTOR NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n) 1 30.0 20.0 0.018/0.018/0.020 0.67 2.00 0.0312 0.167 0.0150 GLOBAL STREET FLOW-DEPTH CONSTRAINTS: 1. Relative Flow-Depth = 0.00 FEET as (Maximum Allowable Street Flow Depth) - (Top-of-Curb) 2. (Depth)`(Velocity) Constraint = 6.0 (FT`FT/S) `SIZE PIPE WITH A FLOW CAPACITY GREATER THAN OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.` `USER-SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED ........................................................................................................................................................ FLOW PROCESS FROM NODE 100.00 TO NODE 101.00 IS CODE = 21 ---------------------------------------------------------------------------- »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) = 223.00 ELEVATION DATA: UPSTREAM(FEET) = 66.70 DOWNSTREAM(FEET) = 63.55 Tc = K`[(LENGTH" 3.00)/(ELEVATION CHANGE)]"0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 6.197 25 YEAR RAINFALL INTENSITY(INCH/HR) = 4.272 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL C 2.50 0.25 0.100 69 6.20 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.25 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 9.56 TOTAL AREA(ACRES) = 2.50 PEAK FLOW RATE(CFS) = 9.56 ........................................................................................................................................................ FLOW PROCESS FROM NODE 101.00 TO NODE 102.00 IS CODE = 31 ---------------------------------------------------------------------------- »»>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA««< »»>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)««< ---------------------------------------------------------------------------- ELEVATION DATA: UPSTREAM(FEET) = 60.33 DOWNSTREAM(FEET) = 59.91 FLOW LENGTH(FEET) = 212.00 MANNING'S N = 0.012 DEPTH OF FLOW IN 24.0 INCH PIPE IS 17.8 INCHES PIPE-FLOW VELOCITY(FEET/SEC.) = 3.83 ESTIMATED PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 9.56 PIPE TRAVEL TIME(MIN.) = 0.92 Tc(MIN.) = 7.12 LONGEST FLOWPATH FROM NODE 100.00 TO NODE 102.00 = 435.00 FEET. ........................................................................................................................................................ FLOW PROCESS FROM NODE 102.00 TO NODE 102.00 IS CODE = 81 ---------------------------------------------------------------------------- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< ---------------------------------------------------------------------------- MAINLINE Tc(MIN.)_= 7.12_______________________________________________ 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.949 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL C 1.55 0.25 0.100 69 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.25 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 1.55 SUBAREA RUNOFF(CFS) = 5.47 EFFECTIVE AREA(ACRES) = 4.05 AREA-AVERAGED Fm(INCH/HR) = 0.02 AREA-AVERAGED Fp(INCH/HR) = 0.25 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 4.1 PEAK FLOW RATE(CFS) = 14.30 ........................................................................................................................................................ FLOW PROCESS FROM NODE 102.00 TO NODE 103.00 IS CODE = 31 ---------------------------------------------------------------------------- »»>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA««< »»>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)««< ---------------------------------------------------------------------------- ELEVATION DATA: UPSTREAM(FEET) = 59.91 DOWNSTREAM(FEET) = 59.24 FLOW LENGTH(FEET) = 332.00 MANNING'S N = 0.012 DEPTH OF FLOW IN 27.0 INCH PIPE IS 21.5 INCHES PIPE-FLOW VELOCITY(FEET/SEC.) = 4.21 ESTIMATED PIPE DIAMETER(INCH) = 27.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 14.30 PIPE TRAVEL TIME(MIN.) = 1.31 Tc(MIN.) = 8.43 Page 1 10OP25.RES LONGEST FLOWPATH FROM NODE 100.00 TO NODE 103.00 = 767.00 FEET. ----------------------------------------------------- _______________________ END OF STUDY SUMMARY: TOTAL AREA(ACRES) = 4.1 TC(MIN.) = 8.43 EFFECTIVE AREA(ACRES) = 4.05 AREA-AVERAGED FM(INCH/HR)= 0.02 AREA-AVERAGED Fp(INCH/HR) = 0.25 AREA-AVERAGED Ap = 0.100 PEAK FLOW RATE(CFS) = 14.30 ---------------------------------------------------------------------------- END OF RATIONAL METHOD ANALYSIS Page 2 11OP25.RES ........................................................................................................................................................ RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE (Reference: 1986 ORANGE COUNTY HYDROLOGY CRITERION) (c) Copyright 1983-2016 Advanced Engineering Software (aes) Ver. 23.0 Release Date: 07/01/2016 License ID 1435 Analysis prepared by: THIENES ENGINEERING, INC. 14349 FIRESTONE BLVD LA MIRADA, CA 90638 714-521-4811 DESCRIPTION OF STUDY .................................................... TEI JOB NO 3776 PROPOSED CONDITION 25 YEAR STORM EVENT .................................................................................................................................................... FILE NAME: W:\3776\11OP25.DAT TIME/DATE OF STUDY: 09:30 03/19/2020 USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: ---------------------------------------------------------------------------- --`TIME-OF-CONCENTRATION MODEL`-- USER SPECIFIED STORM EVENT(YEAR) = 25.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 12.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 0.95 `DATA BANK RAINFALL USED` `ANTECEDENT MOISTURE CONDITION (AMC) II ASSUMED FOR RATIONAL METHOD` `USER-DEFINED STREET-SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL` HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER-GEOMETRIES: MANNING WIDTH CROSSFALL IN- / OUT-/PARK- HEIGHT WIDTH LIP HIKE FACTOR NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n) 1 30.0 20.0 0.018/0.018/0.020 0.67 2.00 0.0312 0.167 0.0150 GLOBAL STREET FLOW-DEPTH CONSTRAINTS: 1. Relative Flow-Depth = 0.00 FEET as (Maximum Allowable Street Flow Depth) - (Top-of-Curb) 2. (Depth)`(Velocity) Constraint = 6.0 (FT`FT/S) `SIZE PIPE WITH A FLOW CAPACITY GREATER THAN OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.` `USER-SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED ........................................................................................................................................................ FLOW PROCESS FROM NODE 110.00 TO NODE 111.00 IS CODE = 21 ---------------------------------------------------------------------------- »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) = 411.00 ELEVATION DATA: UPSTREAM(FEET) = 67.87 DOWNSTREAM(FEET) = 65.09 Tc = K`[(LENGTH" 3.00)/(ELEVATION CHANGE)]"0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 9.170 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.422 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL C 0.60 0.25 0.100 69 9.17 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.25 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 1.83 TOTAL AREA(ACRES) = 0.60 PEAK FLOW RATE(CFS) 1 1.83 ______________________________________________________________________ END OF STUDY SUMMARY: TOTAL AREA(ACRES) = 0.6 TC(MIN.) = 9.17 EFFECTIVE AREA(ACRES) = 0.60 AREA-AVERAGED Fm(INCH/HR)= 0.03 AREA-AVERAGED Fp(INCH/HR) = 0.25 AREA-AVERAGED Ap = 0.100 PEAK FLOW RATE(CFS) = 1.83 ---------------------------------------------------------------------------- END OF RATIONAL METHOD ANALYSIS Page 1 120P25.RES ........................................................................................................................................................ RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE (Reference: 1986 ORANGE COUNTY HYDROLOGY CRITERION) (c) Copyright 1983-2016 Advanced Engineering Software (aes) Ver. 23.0 Release Date: 07/01/2016 License ID 1435 Analysis prepared by: THIENES ENGINEERING, INC. 14349 FIRESTONE BLVD LA MIRADA, CA 90638 714-521-4811 DESCRIPTION OF STUDY .................................................... TEI JOB NO 3776 PROOSED CONDITION 25 YEAR STORM EVENT .................................................................................................................................................... FILE NAME: W:\3776\12OP25.DAT TIME/DATE OF STUDY: 09:31 03/19/2020 USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: ---------------------------------------------------------------------------- --`TIME-OF-CONCENTRATION MODEL`-- USER SPECIFIED STORM EVENT(YEAR) = 25.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 12.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 0.95 `DATA BANK RAINFALL USED` `ANTECEDENT MOISTURE CONDITION (AMC) II ASSUMED FOR RATIONAL METHOD` `USER-DEFINED STREET-SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL` HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER-GEOMETRIES: MANNING WIDTH CROSSFALL IN- / OUT-/PARK- HEIGHT WIDTH LIP HIKE FACTOR NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n) 1 30.0 20.0 0.018/0.018/0.020 0.67 2.00 0.0312 0.167 0.0150 GLOBAL STREET FLOW-DEPTH CONSTRAINTS: 1. Relative Flow-Depth = 0.00 FEET as (Maximum Allowable Street Flow Depth) - (Top-of-Curb) 2. (Depth)`(Velocity) Constraint = 6.0 (FT`FT/S) `SIZE PIPE WITH A FLOW CAPACITY GREATER THAN OR EQUAL TO THE UPSTREAM TRIBUTARY PIPE.` `USER-SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED ........................................................................................................................................................ FLOW PROCESS FROM NODE 120.00 TO NODE 121.00 IS CODE = 21 ---------------------------------------------------------------------------- »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) = 293.00 ELEVATION DATA: UPSTREAM(FEET) = 66.93 DOWNSTREAM(FEET) = 63.07 Tc = K`[(LENGTH" 3.00)/(ELEVATION CHANGE)]"0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 7.009 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.984 SUBAREA Tc AND LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL C 1.30 0.25 0.100 69 7.01 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.25 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 4.63 TOTAL AREA(ACRES) = 1.30 PEAK FLOW RATE(CFS) = 4.63 ........................................................................................................................................................ FLOW PROCESS FROM NODE 121.00 TO NODE 122.00 IS CODE = 31 ---------------------------------------------------------------------------- »»>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA««< »»>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)««< ---------------------------------------------------------------------------- ELEVATION DATA: UPSTREAM(FEET) = 60.07 DOWNSTREAM(FEET) = 58.08 FLOW LENGTH(FEET) = 398.00 MANNING'S N = 0.012 DEPTH OF FLOW IN 15.0 INCH PIPE IS 11.8 INCHES PIPE-FLOW VELOCITY(FEET/SEC.) = 4.48 ESTIMATED PIPE DIAMETER(INCH) = 15.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 4.63 PIPE TRAVEL TIME(MIN.) = 1.48 Tc(MIN.) = 8.49 LONGEST FLOWPATH FROM NODE 120.00 TO NODE 122.00 = 691.00 FEET. ........................................................................................................................................................ FLOW PROCESS FROM NODE 122.00 TO NODE 122.00 IS CODE = 81 ---------------------------------------------------------------------------- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< ---------------------------------------------------------------------------- MAINLINE Tc(MIN.)_= 8.49_______________________________________________ 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.574 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL C 1.55 0.25 0.100 69 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.25 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 1.55 SUBAREA RUNOFF(CFS) = 4.95 EFFECTIVE AREA(ACRES) = 2.85 AREA-AVERAGED Fm(INCH/HR) = 0.03 AREA-AVERAGED Fp(INCH/HR) = 0.25 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 2.8 PEAK FLOW RATE(CFS) = 9.10 ........................................................................................................................................................ FLOW PROCESS FROM NODE 122.00 TO NODE 123.00 IS CODE = 31 ---------------------------------------------------------------------------- »»>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA««< »»>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)««< ---------------------------------------------------------------------------- ELEVATION DATA: UPSTREAM(FEET) = 58.08 DOWNSTREAM(FEET) = 57.27 FLOW LENGTH(FEET) = 161.00 MANNING'S N = 0.012 DEPTH OF FLOW IN 21.0 INCH PIPE IS 13.8 INCHES PIPE-FLOW VELOCITY(FEET/SEC.) = 5.44 ESTIMATED PIPE DIAMETER(INCH) = 21.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 9.10 PIPE TRAVEL TIME(MIN.) = 0.49 Tc(MIN.) = 8.98 Page 1 120P25.RES LONGEST FLOWPATH FROM NODE 120.00 TO NODE 123.00 = 852.00 FEET. ........................................................................................................................................................ FLOW PROCESS FROM NODE 123.00 TO NODE 123.00 IS CODE = 81 ---------------------------------------------------------------------------- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< ---------------------------------------------------------------------------- MAINLINE Tc(MIN.)_= 8.98_______________________________________________ 25 YEAR RAINFALL INTENSITY(INCH/HR) = 3.462 SUBAREA LOSS RATE DATA(AMC II): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL C 1.85 0.25 0.100 69 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.25 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 1.85 SUBAREA RUNOFF(CFS) = 5.72 EFFECTIVE AREA(ACRES) = 4.70 AREA-AVERAGED Fm(INCH/HR) = 0.03 AREA-AVERAGED Fp(INCH/HR) = 0.25 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 4.7 PEAK FLOW RATE(CFS) = 14.54 ........................................................................................................................................................ FLOW PROCESS FROM NODE 123.00 TO NODE 124.00 IS CODE = 31 ---------------------------------------------------------------------------- »»>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA««< »»>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)««< ---------------------------------------------------------------------------- ELEVATION DATA: UPSTREAM(FEET) = 57.27 DOWNSTREAM(FEET) = 56.48 FLOW LENGTH(FEET) = 158.00 MANNING'S N = 0.012 DEPTH OF FLOW IN 24.0 INCH PIPE IS 17.2 INCHES PIPE-FLOW VELOCITY(FEET/SEC.) = 6.05 ESTIMATED PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 14.54 PIPE TRAVEL TIME(MIN.) = 0.44 Tc(MIN.) = 9.42 LONGEST FLOWPATH FROM NODE 120.00 TO NODE 124.00 = 1010.00 FEET. ---------------------------------------------------------------------------- END OF STUDY SUMMARY: TOTAL AREA(ACRES) = 4.7 TC(MIN.) = 9.42 EFFECTIVE AREA(ACRES) = 4.70 AREA-AVERAGED Fm(INCH/HR)= 0.03 AREA-AVERAGED Fp(INCH/HR) = 0.25 AREA-AVERAGED Ap = 0.100 PEAK FLOW RATE(CFS) = 14.54 ---------------------------------------------------------------------------- END OF RATIONAL METHOD ANALYSIS Page 2 100.RES ........................................................................................................................................................ RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE (Reference: 1986 ORANGE COUNTY HYDROLOGY CRITERION) (c) Copyright 1983-2016 Advanced Engineering Software (aes) Ver. 23.0 Release Date: 07/01/2016 License ID 1435 Analysis prepared by: DESCRIPTION OF STUDY .................................................... TEI JOB NO 3776 PROPOSED CONDITION 100 YEAR STORM .................................................................................................................................................... FILE NAME: W:\3776\100.DAT TIME/DATE OF STUDY: 11:28 09/04/2020 USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: ---------------------------------------------------------------------------- --`TIME-OF-CONCENTRATION MODEL`-- USER SPECIFIED STORM EVENT(YEAR) = 100.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 12.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 0.95 `DATA BANK RAINFALL USED` `ANTECEDENT MOISTURE CONDITION (AMC) III ASSUMED FOR RATIONAL METHOD` `USER-DEFINED STREET-SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL` HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER-GEOMETRIES: MANNING WIDTH CROSSFALL IN- / OUT-/PARK- HEIGHT WIDTH LIP HIKE FACTOR NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n) 1 30.0 20.0 0.018/0.018/0.020 0.67 2.00 0.0313 0.167 0.0150 GLOBAL STREET FLOW-DEPTH CONSTRAINTS: 1. Relative Flow-Depth = 0.00 FEET as (Maximum Allowable Street Flow Depth) - (Top-of-Curb) 2. (Depth)`(Velocity) Constraint = 6.0 (FT`FT/S) `USER-SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED ........................................................................................................................................................ FLOW PROCESS FROM NODE 100.00 TO NODE 101.00 IS CODE = 21 ---------------------------------------------------------------------------- »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) = 223.00 ELEVATION DATA: UPSTREAM(FEET) = 66.70 DOWNSTREAM(FEET) = 63.55 Tc = K`[(LENGTH" 3.00)/(ELEVATION CHANGE)]"0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 6.197 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.471 SUBAREA Tc AND LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL C 2.50 0.25 0.100 86 6.20 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.25 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 12.25 TOTAL AREA(ACRES) = 2.50 PEAK FLOW RATE(CFS) = 12.25 ........................................................................................................................................................ FLOW PROCESS FROM NODE 101.00 TO NODE 102.00 IS CODE = 31 ---------------------------------------------------------------------------- »»>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA««< »»>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)««< ---------------------------------------------------------------------------- ELEVATION DATA: UPSTREAM(FEET) = 60.33 DOWNSTREAM(FEET) = 59.91 FLOW LENGTH(FEET) = 212.00 MANNING'S N = 0.012 DEPTH OF FLOW IN 27.0 INCH PIPE IS 19.0 INCHES PIPE-FLOW VELOCITY(FEET/SEC.) = 4.11 ESTIMATED PIPE DIAMETER(INCH) = 27.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 12.25 PIPE TRAVEL TIME(MIN.) = 0.86 Tc(MIN.) = 7.06 LONGEST FLOWPATH FROM NODE 100.00 TO NODE 102.00 = 435.00 FEET. ........................................................................................................................................................ FLOW PROCESS FROM NODE 102.00 TO NODE 102.00 IS CODE = 81 ---------------------------------------------------------------------------- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< ---------------------------------------------------------------------------- MAINLINE Tc(MIN.)_= 7.06_______________________________________________ 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.078 SUBAREA LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL C 1.55 0.25 0.100 86 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.25 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 1.55 SUBAREA RUNOFF(CFS) = 7.05 EFFECTIVE AREA(ACRES) = 4.05 AREA-AVERAGED Fm(INCH/HR) = 0.02 AREA-AVERAGED Fp(INCH/HR) = 0.25 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 4.1 PEAK FLOW RATE(CFS) = 18.42 ........................................................................................................................................................ FLOW PROCESS FROM NODE 102.00 TO NODE 103.00 IS CODE = 31 ---------------------------------------------------------------------------- »»>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA««< »»>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)««< ---------------------------------------------------------------------------- ELEVATION DATA: UPSTREAM(FEET) = 59.91 DOWNSTREAM(FEET) = 59.24 FLOW LENGTH(FEET) = 332.00 MANNING'S N = 0.012 DEPTH OF FLOW IN 30.0 INCH PIPE IS 23.3 INCHES PIPE-FLOW VELOCITY(FEET/SEC.) = 4.51 ESTIMATED PIPE DIAMETER(INCH) = 30.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 18.42 PIPE TRAVEL TIME(MIN.) = 1.23 Tc(MIN.) = 8.28 LONGEST FLOWPATH FROM NODE 100.00 TO NODE 103.00 = 767.00 FEET. ---------------------------------------------------------------------------- ------------------------------------------------------------------Page-1--- 100.RES END OF STUDY SUMMARY: TOTAL AREA(ACRES) = 4.1 TC(MIN.) = 8.28 EFFECTIVE AREA(ACRES) = 4.05 AREA-AVERAGED FM(INCH/HR)= 0.02 AREA-AVERAGED Fp(INCH/HR) = 0.25 AREA-AVERAGED Ap = 0.100 PEAK FLOW RATE(CFS) = 18.42 ---------------------------------------------------------------------------- END OF RATIONAL METHOD ANALYSIS Page 2 110.RES ........................................................................................................................................................ RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE (Reference: 1986 ORANGE COUNTY HYDROLOGY CRITERION) (c) Copyright 1983-2016 Advanced Engineering Software (aes) Ver. 23.0 Release Date: 07/01/2016 License ID 1435 Analysis prepared by: DESCRIPTION OF STUDY .................................................... TEI JOB NO 3776 PROPOSED CONDITION 100 YEAR STORM EVENT .................................................................................................................................................... FILE NAME: W:\3776\110.DAT TIME/DATE OF STUDY: 11:28 09/04/2020 USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: ---------------------------------------------------------------------------- --`TIME-OF-CONCENTRATION MODEL`-- USER SPECIFIED STORM EVENT(YEAR) = 100.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 12.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 0.95 `DATA BANK RAINFALL USED` `ANTECEDENT MOISTURE CONDITION (AMC) III ASSUMED FOR RATIONAL METHOD` `USER-DEFINED STREET-SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL` HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER-GEOMETRIES: MANNING WIDTH CROSSFALL IN- / OUT-/PARK- HEIGHT WIDTH LIP HIKE FACTOR NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n) 1 30.0 20.0 0.018/0.018/0.020 0.67 2.00 0.0312 0.167 0.0150 GLOBAL STREET FLOW-DEPTH CONSTRAINTS: 1. Relative Flow-Depth = 0.00 FEET as (Maximum Allowable Street Flow Depth) - (Top-of-Curb) 2. (Depth)`(Velocity) Constraint = 6.0 (FT`FT/S) `USER-SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED ........................................................................................................................................................ FLOW PROCESS FROM NODE 110.00 TO NODE 111.00 IS CODE = 21 ---------------------------------------------------------------------------- »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) = 483.00 ELEVATION DATA: UPSTREAM(FEET) = 67.55 DOWNSTREAM(FEET) = 64.25 Tc = K`[(LENGTH" 3.00)/(ELEVATION CHANGE)]"0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 9.762 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.217 SUBAREA Tc AND LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL C 0.70 0.25 0.100 86 9.76 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.25 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 2.64 TOTAL AREA(ACRES) = 0.70 PEAK FLOW RATE(CFS) 2.64 2.64 ______________________________________________________________________ END OF STUDY SUMMARY: TOTAL AREA(ACRES) = 0.7 TC(MIN.) = 9.76 EFFECTIVE AREA(ACRES) = 0.70 AREA-AVERAGED Fm(INCH/HR)= 0.03 AREA-AVERAGED Fp(INCH/HR) = 0.25 AREA-AVERAGED Ap = 0.100 PEAK FLOW RATE(CFS) = 2.64 ---------------------------------------------------------------------------- END OF RATIONAL METHOD ANALYSIS Page 1 120.RES ........................................................................................................................................................ RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE (Reference: 1986 ORANGE COUNTY HYDROLOGY CRITERION) (c) Copyright 1983-2016 Advanced Engineering Software (aes) Ver. 23.0 Release Date: 07/01/2016 License ID 1435 Analysis prepared by: DESCRIPTION OF STUDY .................................................... TEI JOB NO 3776 PROPOSED CONDITION 100 YEAR STORM EVENT .................................................................................................................................................... FILE NAME: W:\3776\120.DAT TIME/DATE OF STUDY: 11:22 09/04/2020 USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: ---------------------------------------------------------------------------- --`TIME-OF-CONCENTRATION MODEL`-- USER SPECIFIED STORM EVENT(YEAR) = 100.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 12.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE = 0.95 `DATA BANK RAINFALL USED` `ANTECEDENT MOISTURE CONDITION (AMC) III ASSUMED FOR RATIONAL METHOD` `USER-DEFINED STREET-SECTIONS FOR COUPLED PIPEFLOW AND STREETFLOW MODEL` HALF- CROWN TO STREET-CROSSFALL: CURB GUTTER-GEOMETRIES: MANNING WIDTH CROSSFALL IN- / OUT-/PARK- HEIGHT WIDTH LIP HIKE FACTOR NO. (FT) (FT) SIDE / SIDE/ WAY (FT) (FT) (FT) (FT) (n) 1 30.0 20.0 0.018/0.018/0.020 0.67 2.00 0.0312 0.167 0.0150 GLOBAL STREET FLOW-DEPTH CONSTRAINTS: 1. Relative Flow-Depth = 0.00 FEET as (Maximum Allowable Street Flow Depth) - (Top-of-Curb) 2. (Depth)`(Velocity) Constraint = 6.0 (FT`FT/S) `USER-SPECIFIED MINIMUM TOPOGRAPHIC SLOPE ADJUSTMENT NOT SELECTED ........................................................................................................................................................ FLOW PROCESS FROM NODE 120.00 TO NODE 121.00 IS CODE = 21 ---------------------------------------------------------------------------- »»>RATIONAL METHOD INITIAL SUBAREA ANALYSIS««< >>USE TIME-OF-CONCENTRATION NOMOGRAPH FOR INITIAL SUBAREA<< ---------------------------------------------------------------------------- INITIAL SUBAREA FLOW-LENGTH(FEET) = 293.00 ELEVATION DATA: UPSTREAM(FEET) = 67.27 DOWNSTREAM(FEET) = 63.07 Tc = K`[(LENGTH" 3.00)/(ELEVATION CHANGE)]"0.20 SUBAREA ANALYSIS USED MINIMUM Tc(MIN.) = 6.892 100 YEAR RAINFALL INTENSITY(INCH/HR) = 5.148 SUBAREA Tc AND LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS Tc LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN (MIN.) COMMERCIAL C 1.50 0.25 0.100 86 6.89 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.25 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA RUNOFF(CFS) = 6.92 TOTAL AREA(ACRES) = 1.50 PEAK FLOW RATE(CFS) = 6.92 ........................................................................................................................................................ FLOW PROCESS FROM NODE 121.00 TO NODE 122.00 IS CODE = 31 ---------------------------------------------------------------------------- »»>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA««< »»>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)««< ---------------------------------------------------------------------------- ELEVATION DATA: UPSTREAM(FEET) = 60.07 DOWNSTREAM(FEET) = 58.57 FLOW LENGTH(FEET) = 374.00 MANNING'S N = 0.012 DEPTH OF FLOW IN 18.0 INCH PIPE IS 14.5 INCHES PIPE-FLOW VELOCITY(FEET/SEC.) = 4.53 ESTIMATED PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 6.92 PIPE TRAVEL TIME(MIN.) = 1.38 Tc(MIN.) = 8.27 LONGEST FLOWPATH FROM NODE 120.00 TO NODE 122.00 = 667.00 FEET. ........................................................................................................................................................ FLOW PROCESS FROM NODE 122.00 TO NODE 122.00 IS CODE = 81 ---------------------------------------------------------------------------- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< ---------------------------------------------------------------------------- MAINLINE Tc(MIN.)_= 8.27_______________________________________________ 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.638 SUBAREA LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL C 1.10 0.25 0.100 86 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.25 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 1.10 SUBAREA RUNOFF(CFS) = 4.57 EFFECTIVE AREA(ACRES) = 2.60 AREA-AVERAGED Fm(INCH/HR) = 0.03 AREA-AVERAGED Fp(INCH/HR) = 0.25 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 2.6 PEAK FLOW RATE(CFS) = 10.80 ........................................................................................................................................................ FLOW PROCESS FROM NODE 122.00 TO NODE 123.00 IS CODE = 31 ---------------------------------------------------------------------------- »»>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA««< »»>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)««< ---------------------------------------------------------------------------- ELEVATION DATA: UPSTREAM(FEET) = 58.57 DOWNSTREAM(FEET) = 58.05 FLOW LENGTH(FEET) = 132.00 MANNING'S N = 0.012 DEPTH OF FLOW IN 24.0 INCH PIPE IS 15.1 INCHES PIPE-FLOW VELOCITY(FEET/SEC.) = 5.20 ESTIMATED PIPE DIAMETER(INCH) = 24.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 10.80 PIPE TRAVEL TIME(MIN.) = 0.42 Tc(MIN.) = 8.69 LONGEST FLOWPATH FROM NODE 120.00 TO NODE 123.00 = 799.00 FEET. Page 1 120.RE5 ........................................................................................................................................................ -------------- FLOW PROCESS FROM NODE 123.00 TO NODE 123.00 IS CODE = 81 »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< ---------------------------------------------------------------------------- MAINLINE Tc(MIN.)_= 8.69_______________________________________________ 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.507 SUBAREA LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL C 1.20 0.25 0.100 86 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.25 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 1.20 SUBAREA RUNOFF(CFS) = 4.84 EFFECTIVE AREA(ACRES) = 3.80 AREA-AVERAGED Fm(INCH/HR) = 0.03 AREA-AVERAGED Fp(INCH/HR) = 0.25 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 3.8 PEAK FLOW RATE(CFS) = 15.33 ........................................................................................................................................................ FLOW PROCESS FROM NODE 123.00 TO NODE 124.00 IS CODE = 31 ---------------------------------------------------------------------------- »»>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA««< »»>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)««< ---------------------------------------------------------------------------- ELEVATION DATA: UPSTREAM(FEET) = 58.05 DOWNSTREAM(FEET) = 57.51 FLOW LENGTH(FEET) = 132.00 MANNING'S N = 0.012 DEPTH OF FLOW IN 27.0 INCH PIPE IS 17.2 INCHES PIPE-FLOW VELOCITY(FEET/SEC.) = 5.75 ESTIMATED PIPE DIAMETER(INCH) = 27.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 15.33 PIPE TRAVEL TIME(MIN.) = 0.38 Tc(MIN.) = 9.07 LONGEST FLOWPATH FROM NODE 120.00 TO NODE 124.00 = 931.00 FEET. ........................................................................................................................................................ FLOW PROCESS FROM NODE 124.00 TO NODE 124.00 IS CODE = 81 ---------------------------------------------------------------------------- »»>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW««< ---------------------------------------------------------------------------- MAINLINE Tc(MIN.)_= 9.07_______________________________________________ 100 YEAR RAINFALL INTENSITY(INCH/HR) = 4.397 SUBAREA LOSS RATE DATA(AMC III): DEVELOPMENT TYPE/ SCS SOIL AREA Fp Ap SCS LAND USE GROUP (ACRES) (INCH/HR) (DECIMAL) CN COMMERCIAL C 0.95 0.25 0.100 86 SUBAREA AVERAGE PERVIOUS LOSS RATE, Fp(INCH/HR) = 0.25 SUBAREA AVERAGE PERVIOUS AREA FRACTION, Ap = 0.100 SUBAREA AREA(ACRES) = 0.95 SUBAREA RUNOFF(CFS) = 3.74 EFFECTIVE AREA(ACRES) = 4.75 AREA-AVERAGED Fm(INCH/HR) = 0.03 AREA-AVERAGED Fp(INCH/HR) = 0.25 AREA-AVERAGED Ap = 0.10 TOTAL AREA(ACRES) = 4.8 PEAK FLOW RATE(CFS) = 18.69 ........................................................................................................................................................ FLOW PROCESS FROM NODE 124.00 TO NODE 125.00 IS CODE = 31 ---------------------------------------------------------------------------- »»>COMPUTE PIPE-FLOW TRAVEL TIME THRU SUBAREA««< »»>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)««< ---------------------------------------------------------------------------- ELEVATION DATA: UPSTREAM(FEET) = 57.51 DOWNSTREAM(FEET) = 57.24 FLOW LENGTH(FEET) = 78.00 MANNING'S N = 0.012 DEPTH OF FLOW IN 27.0 INCH PIPE IS 21.5 INCHES PIPE-FLOW VELOCITY(FEET/SEC.) = 5.51 ESTIMATED PIPE DIAMETER(INCH) = 27.00 NUMBER OF PIPES = 1 PIPE-FLOW(CFS) = 18.69 PIPE TRAVEL TIME(MIN.) = 0.24 Tc(MIN.) = 9.31 LONGEST FLOWPATH FROM NODE 120.00 TO NODE 125.00 = 1009.00 FEET. ---------------------------------------------------------------------------- END OF STUDY SUMMARY: TOTAL AREA(ACRES) = 4.8 TC(MIN.) = 9.31 EFFECTIVE AREA(ACRES) = 4.75 AREA-AVERAGED Fm(INCH/HR)= 0.03 AREA-AVERAGED Fp(INCH/HR) = 0.25 AREA-AVERAGED Ap = 0.100 PEAK FLOW RATE(CFS) = 18.69 ---------------------------------------------------------------------------- END OF RATIONAL METHOD ANALYSIS Page 2 APPENDIX C HYDRAULIC CALCULATIONS LINEA.OUT DATE: 9/ 4/2020 TIME: 13:51 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 18 4 1.50 CD 12 4 1.00 $ F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - TEI 3776 HEADING LINE NO 2 IS - LINE A HEADING LINE NO 3 IS - 50 g F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT W S ELEV 1000.00 57.20 18 58.76 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1005.48 57.22 18 0.012 0.00 0.00 0.00 0 ELEMENT NO 3 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1010.15 57.24 18 0.012 0.00 0.00 0.00 1 ELEMENT NO 4 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1026.20 57.31 18 0.012 0.00 0.00 0.00 0 ELEMENT NO 5 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1043.87 57.38 18 0.012 22.50 45.00 0.00 0 ELEMENT NO 6 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1065.46 57.46 18 0.012 0.00 0.00 0.00 0 WARNING - ADJACENT SECTIONS ARE NOT IDENTICAL - SEE SECTION NUMBERS AND CHANNEL DEFINITIONS ELEMENT NO 7 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1069.46 57.48 12 0.012 0.00 0.00 0.00 1 ELEMENT NO 8 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1392.11 58.77 12 0.012 0.00 0.00 0.00 0 ELEMENT NO 9 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1392.11 58.77 12 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING .,s WARNING NO. 2 "" - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC $ LICENSEE: THIENES ENGINEERING F0515P PAGE 1 WATER SURFACE PROFILE LISTING TEI 3776 LINE A 50 STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR ...................................................................................................................................................................................................................................................................... 1000.00 57.20 1.560 58.760 5.3 3.00 0.140 58.900 0.00 0.887 1.50 0.00 0.00 0 0.00 5.48 0.00365 .002169 0.01 0.990 0.00 1005.48 57.22 1.552 58.772 5.3 3.00 0.140 58.912 0.00 0.887 1.50 0.00 0.00 0 0.00 4.67 0.00428 .002169 0.01 0.931 0.00 1010.15 57.24 1.549 58.789 5.3 3.00 0.140 58.929 0.00 0.887 1.50 0.00 0.00 0 0.00 16.05 0.00436 .002169 0.03 0.930 0.00 1026.20 57.31 1.514 58.824 5.3 3.00 0.140 58.964 0.00 0.887 1.50 0.00 0.00 0 0.00 17.67 0.00396 .002169 0.04 0.960 0.00 1043.87 57.38 1.502 58.882 5.3 3.00 0.140 59.022 0.00 0.887 1.50 0.00 0.00 0 0.00 1.24 0.00370 .002145 0.00 0.980 0.00 1045.11 57.38 1.500 58.885 5.3 3.00 0.140 59.025 0.00 0.887 1.50 0.00 0.00 0 0.00 20.35 0.00370 .002024 0.04 0.980 0.00 1065.46 57.46 1.463 58.923 5.3 6.75 0.708 59.631 0.00 0.931 1.00 0.00 0.00 0 0.00 4.00 0.00500 .018856 0.08 1.000 0.00 1069.46 57.48 1.554 59.034 5.3 6.75 0.708 59.742 0.00 0.931 1.00 0.00 0.00 0 0.00 322.65 0.00400 .018856 6.08 1.000 0.00 1392.11 58.77 6.348 65.118 5.3 6.75 0.708 65.826 0.00 0.931 1.00 0.00 0.00 0 0.00* TEI 3776 Page 1 LINEA.OUT LINE A 50 1000.00 .I C HWE R 1008.00 .I C HWE R 1016.00 .I C HW E R 1024.01 1032.01 I C X E R 1040.01 1048.01 I C X E R 1056.02 I C X E R 1064.02 1072.02 I CH W E R 1080.02 I X W E R 1088.02 1096.03 1104.03 1112.03 1120.03 1128.04 1136.04 1144.04 1152.04 1160.04 1168.05 1176.05 1184.05 1192.05 1200.06 1208.06 1216.06 1224.06 1232.07 1240.07 1248.07 1256.07 1264.07 1272.08 1280.08 1288.08 1296.08 1304.09 1312.09 1320.09 1328.09 1336.09 1344.10 1352.10 1360.10 1368.10 1376.11 1384.11 1392.11 I CH W E R 57.20 58.06 58.93 59.79 60.65 61.51 62.38 63.24 64.10 64.96 65.83 N 0 T E S 1. GLOSSARY I = INVERT ELEVATION C = CRITICAL DEPTH W = WATER SURFACE ELEVATION H = HEIGHT OF CHANNEL E = ENERGY GRADE LINE X = CURVES CROSSING OVER B = BRIDGE ENTRANCE OR EXIT Y = WALL ENTRANCE OR EXIT 2. STATIONS FOR POINTS AT A JUMP MAY NOT BE PLOTTED EXACTLY$ Page 2 LINEB.OUT DATE: 9/ 4/2020 TIME: 13:46 F0515P WATER SURFACE PROFILE - CHANNEL DEFINITION LISTING PAGE 1 CARD SECT CHN NO OF AVE PIER HEIGHT 1 BASE ZL ZR INV Y(1) Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y(8) Y(9) Y(10) CODE NO TYPE PIERS WIDTH DIAMETER WIDTH DROP CD 18 4 1.50 $ F 0 5 1 5 P PAGE NO 3 WATER SURFACE PROFILE - TITLE CARD LISTING HEADING LINE NO 1 IS - 14451 MYFORD ROAD HEADING LINE NO 2 IS - LINE "B" HEADING LINE NO 3 IS - 100-YEAR $ F 0 5 1 5 P PAGE NO 2 WATER SURFACE PROFILE - ELEMENT CARD LISTING ELEMENT NO 1 IS A SYSTEM OUTLET U/S DATA STATION INVERT SECT W S ELEV 1000.00 59.20 18 62.85 ELEMENT NO 2 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1129.21 59.50 18 0.012 0.00 0.00 0.00 0 ELEMENT NO 3 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1133.54 59.51 18 0.012 0.00 0.00 0.00 1 ELEMENT NO 4 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1204.75 59.65 18 0.012 0.00 0.00 0.00 0 ELEMENT NO 5 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1208.75 59.66 18 0.012 0.00 0.00 0.00 0 ELEMENT NO 6 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1244.09 59.73 18 0.012 22.50 90.00 0.00 0 ELEMENT NO 7 IS A REACH U/S DATA STATION INVERT SECT N RADIUS ANGLE ANG PT MAN H 1381.52 60.01 18 0.012 0.00 0.00 0.00 0 ELEMENT NO 8 IS A SYSTEM HEADWORKS U/S DATA STATION INVERT SECT W S ELEV 1381.52 60.01 18 0.00 NO EDIT ERRORS ENCOUNTERED-COMPUTATION IS NOW BEGINNING .,s WARNING NO. 2 "" - WATER SURFACE ELEVATION GIVEN IS LESS THAN OR EQUALS INVERT ELEVATION IN HDWKDS, W.S.ELEV = INV + DC $ LICENSEE: THIENES ENGINEERING F0515P PAGE 1 WATER SURFACE PROFILE LISTING 14451 MYFORD ROAD LINE "B" 100-YEAR STATION INVERT DEPTH W.S. Q VEL VEL ENERGY SUPER CRITICAL HGT/ BASE/ ZL NO AVBPR ELEV OF FLOW ELEV HEAD GRD.EL. ELEV DEPTH DIA ID NO. PIER L/ELEM SO SF AVE HF NORM DEPTH ZR ...................................................................................................................................................................................................................................................................... 1000.00 59.20 3.650 62.850 5.1 2.89 0.129 62.979 0.00 0.869 1.50 0.00 0.00 0 0.00 129.21 0.00232 .002009 0.26 1.140 0.00 1129.21 59.50 3.610 63.110 5.1 2.89 0.129 63.239 0.00 0.869 1.50 0.00 0.00 0 0.00 4.33 0.00231 .002009 0.01 1.150 0.00 1133.54 59.51 3.615 63.125 5.1 2.89 0.129 63.254 0.00 0.869 1.50 0.00 0.00 0 0.00 71.21 0.00197 .002009 0.14 1.240 0.00 1204.75 59.65 3.618 63.268 5.1 2.89 0.129 63.397 0.00 0.869 1.50 0.00 0.00 0 0.00 4.00 0.00250 .002009 0.01 1.110 0.00 1208.75 59.66 3.616 63.276 5.1 2.89 0.129 63.405 0.00 0.869 1.50 0.00 0.00 0 0.00 35.34 0.00198 .002009 0.07 1.240 0.00 1244.09 59.73 3.643 63.373 5.1 2.89 0.129 63.502 0.00 0.869 1.50 0.00 0.00 0 0.00 137.43 0.00204 .002009 0.28 1.220 0.00 1381.52 60.01 3.639 63.649 5.1 2.89 0.129 63.778 0.00 0.869 1.50 0.00 0.00 0 0.00* 14451 MYFORD ROAD LINE "B" 100-YEAR 1000.00 .I C H W E R 1007.79 1015.57 1023.36 1031.14 1038.93 1046.72 1054.50 1062.29 Page 1 LINEB.OUT 1070.08 1077.86 1085.65 1093.43 1101.22 1109.01 1116.79 1124.58 1132.36 I C H W E R 1140.15 I C H W E R 1147.94 1155.72 1163.51 1171.29 1179.08 1186.87 1194.65 1202.44 1210.23 I C H W E R 1218.01 I C H W E R 1225.80 1233.58 1241.37 1249.16 I C H W E R 1256.94 1264.73 1272.51 1280.30 1288.09 1295.87 1303.66 1311.44 1319.23 1327.02 1334.80 1342.59 1350.38 1358.16 1365.95 1373.73 1381.52 I C H W E R 59.20 59.66 60.12 60.57 61.03 61.49 61.95 62.40 62.86 63.32 63.78 N 0 T E S 1. GLOSSARY I = INVERT ELEVATION C = CRITICAL DEPTH W = WATER SURFACE ELEVATION H = HEIGHT OF CHANNEL E = ENERGY GRADE LINE X = CURVES CROSSING OVER B = BRIDGE ENTRANCE OR EXIT Y = WALL ENTRANCE OR EXIT 2. STATIONS FOR POINTS AT A JUMP MAY NOT BE PLOTTED EXACTLY$ Page 2 APPENDIX D DETENTION CALCULATIONS TEI JOB NO 3776 Northerly Truck Yard Ponding Elevation Depth Area Volume Z Volume Z Volume Q(Discharge) (feet) (sq. ft.) (c.f.) (c.f.) (ac-ft) (cfs) 63.55 0.00 0 31 31 0.00 2.4 63.80 0.25 248 422 453 0.01 3.4 64.00 0.45 3968 1698 2151 0.05 4.2 64.20 0.65 13012 3777 5927 0.14 4.9 64.40 0.85 24754 5733 11660 0.27 5.5 64.60 1.05 32573 6934 18594 0.43 6.0 64.80 1.25 36767 7792 26386 0.61 6.5 65.00 1.45 41152 8713 35099 0.81 6.8 65.20 1.65 45982 9754 44853 1.03 7.0 65.40 1.85 51554 10861 55714 1.28 7.3 65.60 2.05 57061 11812 67526 1.55 7.5 65.80 2.25 61056 12424 79950 1.84 7.8 66.00 2.45 63180 3776NORTH.txt ........................................................................................................................................................ NON-HOMOGENEOUS WATERSHED AREA-AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS ---------------------------------------------------------------------------- (C) Copyright 1989-2016 Advanced Engineering Software (aes) Ver. 23.0 Release Date: 07/01/2016 License ID 1435 Analysis prepared by: ---------------------------------------------------------------------------- ........................................................................................................................................................ Problem Descriptions: TEI 3776 NORTHERLY TRUCKYARD ---------------------------------------------------------------------------- NON-HOMOGENEOUS WATERSHED AREA-AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS FOR AMC III: TOTAL 24-HOUR DURATION RAINFALL DEPTH = 5.63 (inches) SOIL-COVER AREA PERCENT OF SCS CURVE LOSS RATE TYPE (Acres) PERVIOUS AREA NUMBER Fp(in./hr.) YIELD 1 4.05 10.00 69.(AMC II) 0.272 0.934 TOTAL AREA (Acres) = 4.05 AREA-AVERAGED LOSS RATE, Fm (in./hr.) = 0.027 AREA-AVERAGED LOW LOSS FRACTION, Y = 0.066 ---------------------------------------------------------------------------- Problem Descriptions: TEI 3776 NORTHERLY TRUCKYARD ---------------------------------------------------------------------------- RATIONAL METHOD CALIBRATION COEFFICIENT = 0.90 TOTAL CATCHMENT AREA(ACRES) = 4.05 SOIL-LOSS RATE, Fm,(INCH/HR) = 0.027 LOW LOSS FRACTION = 0.066 TIME OF CONCENTRATION(MIN.) = 8.28 SMALL AREA PEAK Q COMPUTED USING PEAK FLOW RATE FORMULA ORANGE COUNTY "VALLEY" RAINFALL VALUES ARE USED RETURN FREQUENCY(YEARS) = 100 5-MINUTE POINT RAINFALL VALUE(INCHES) = 0.52 30-MINUTE POINT RAINFALL VALUE(INCHES) = 1.09 1-HOUR POINT RAINFALL VALUE(INCHES) = 1.45 3-HOUR POINT RAINFALL VALUE(INCHES) = 2.43 6-HOUR POINT RAINFALL VALUE(INCHES) = 3.36 24-HOUR POINT RAINFALL VALUE(INCHES) = 5.63 ---------------------------------------------------------------------------- TOTAL CATCHMENT RUNOFF VOLUME(ACRE-FEET) = 1.61 TOTAL CATCHMENT SOIL-LOSS VOLUME(ACRE-FEET) = 0.29 ........................................................................................................................................................ TIME VOLUME Q 0. 5.0 10.0 15.0 20.0 (HOURS) (AF) (CFS) 0.13 0.0016 0.30 Q 0.27 0.0050 0.30 Q 0.41 0.0084 0.30 Q 0.54 0.0119 0.30 Q 0.68 0.0153 0.30 Q 0.82 0.0188 0.31 Q 0.96 0.0223 0.31 Q 1.10 0.0258 0.31 Q 1.23 0.0294 0.31 Q 1.37 0.0329 0.31 Q 1.51 0.0365 0.32 Q 1.65 0.0401 0.32 Q 1.79 0.0437 0.32 Q 1.92 0.0474 0.32 Q 2.06 0.0510 0.32 Q 2.20 0.0547 0.32 Q 2.34 0.0584 0.33 Q 2.48 0.0622 0.33 Q 2.61 0.0659 0.33 Q 2.75 0.0697 0.33 Q 2.89 0.0735 0.34 Q 3.03 0.0774 0.34 Q 3.17 0.0812 0.34 Q 3.30 0.0851 0.34 Q 3.44 0.0890 0.34 Q 3.58 0.0930 0.35 Q 3.72 0.0969 0.35 Q 3.86 0.1009 0.35 Q 3.99 0.1050 0.35 Q 4.13 0.1090 0.36 Q 4.27 0.1131 0.36 Q 4.41 0.1172 0.36 Q 4.55 0.1213 0.36 Q 4.68 0.1255 0.37 Q 4.82 0.1297 0.37 Q 4.96 0.1339 0.37 Q 5.10 0.1382 0.38 Q 5.24 0.1425 0.38 Q 5.37 0.1469 0.38 Q 5.51 0.1512 0.38 Q 5.65 0.1556 0.39 Q 5.79 0.1601 0.39 Q 5.93 0.1646 0.40 Q 6.06 0.1691 0.40 Q 6.20 0.1737 0.40 Q Page 1 3776NORTH.txt 6.34 0.1783 0.40 Q 6.48 0.1829 0.41 Q 6.62 0.1876 0.41 Q 6.75 0.1923 0.42 Q 6.89 0.1971 0.42 Q 7.03 0.2019 0.42 Q 7.17 0.2067 0.43 Q 7.31 0.2117 0.43 Q 7.44 0.2166 0.44 Q 7.58 0.2216 0.44 Q 7.72 0.2267 0.44 Q 7.86 0.2318 0.45 Q 8.00 0.2370 0.45 Q 8.13 0.2422 0.46 Q 8.27 0.2475 0.46 Q 8.41 0.2528 0.47 Q 8.55 0.2582 0.47 Q 8.69 0.2636 0.48 Q 8.82 0.2692 0.49 Q 8.96 0.2747 0.49 Q 9.10 0.2804 0.50 Q 9.24 0.2861 0.51 .Q 9.38 0.2919 0.51 .Q 9.51 0.2978 0.52 .Q 9.65 0.3038 0.52 .Q 9.79 0.3098 0.53 .Q 9.93 0.3159 0.54 .Q 10.07 0.3221 0.55 .Q 10.20 0.3284 0.55 .Q 10.34 0.3348 0.57 .Q 10.48 0.3413 0.57 .Q 10.62 0.3478 0.58 .Q 10.76 0.3545 0.59 .Q 10.89 0.3613 0.60 .Q 11.03 0.3682 0.61 .Q 11.17 0.3752 0.62 .Q 11.31 0.3824 0.63 .Q 11.45 0.3897 0.65 .Q 11.58 0.3971 0.65 .Q 11.72 0.4047 0.67 .Q 11.86 0.4124 0.68 .Q 12.00 0.4202 0.70 .Q 12.14 0.4288 0.80 .Q 12.27 0.4385 0.91 .Q 12.41 0.4490 0.93 .Q 12.55 0.4597 0.95 .Q 12.69 0.4706 0.96 .Q 12.83 0.4818 0.99 .Q 12.96 0.4932 1.01 Q 13.10 0.5049 1.04 Q 13.24 0.5169 1.06 Q 13.38 0.5291 1.10 Q 13.52 0.5418 1.12 Q 13.65 0.5547 1.16 Q 13.79 0.5681 1.18 Q 13.93 0.5819 1.24 Q 14.07 0.5962 1.27 Q 14.21 0.6110 1.34 Q 14.34 0.6265 1.37 Q 14.48 0.6426 1.46 Q 14.62 0.6595 1.51 Q 14.76 0.6774 1.62 Q 14.90 0.6963 1.69 Q 15.03 0.7164 1.85 Q 15.17 0.7380 1.94 Q 15.31 0.7616 2.19 Q 15.45 0.7870 2.27 Q 15.59 0.8139 2.46 Q 15.72 0.8439 2.79 Q 15.86 0.8826 4.01 Q . 16.00 0.9369 5.51 .Q 16.14 1.0642 16.82 Q 16.28 1.1787 3.26 Q 16.41 1.2100 2.22 Q 16.55 1.2344 2.05 Q 16.69 1.2561 1.76 Q 16.83 1.2751 1.56 Q 16.97 1.2920 1.41 Q 17.10 1.3075 1.30 Q 17.24 1.3218 1.21 Q 17.38 1.3352 1.14 Q 17.52 1.3479 1.08 Q 17.66 1.3598 1.02 Q 17.79 1.3713 0.98 .Q 17.93 1.3822 0.94 .Q 18.07 1.3927 0.90 .Q 18.21 1.4018 0.69 .Q 18.35 1.4095 0.66 .Q 18.48 1.4169 0.64 .Q 18.62 1.4240 0.62 .Q 18.76 1.4309 0.60 .Q 18.90 1.4376 0.58 .Q 19.04 1.4441 0.56 .Q 19.17 1.4504 0.54 .Q 19.31 1.4565 0.53 .Q 19.45 1.4625 0.51 .Q 19.59 1.4683 0.50 .Q 19.73 1.4739 0.49 Q 19.86 1.4795 0.48 Q 20.00 1.4849 0.47 Q 20.14 1.4901 0.46 Q 20.28 1.4953 0.45 Q 20.42 1.5004 0.44 Q 20.55 1.5053 0.43 Q 20.69 1.5102 0.42 Q 20.83 1.5149 0.41 Q 20.97 1.5196 0.41 Q 21.11 1.5242 0.40 Q 21.24 1.5287 0.39 Q 21.38 1.5332 0.39 Q 21.52 1.5376 0.38 Q 21.66 1.5419 0.37 Q 21.80 1.5461 0.37 Q 21.93 1.5503 0.36 Q 22.07 1.5544 0.36 Q Page 2 3776NORTH.txt 22.21 1.5584 0.35 Q 22.35 1.5624 0.35 Q 22.49 1.5664 0.34 Q 22.62 1.5703 0.34 Q 22.76 1.5741 0.33 Q 22.90 1.5779 0.33 Q 23.04 1.5816 0.33 Q 23.18 1.5853 0.32 Q 23.31 1.5890 0.32 Q 23.45 1.5926 0.31 Q 23.59 1.5961 0.31 Q 23.73 1.5996 0.31 Q 23.87 1.6031 0.30 Q 24.00 1.6066 0.30 Q 24.14 1.6083 0.00 Q -------------------------------------------------------------------------------- TIME DURATION(minutes) OF PERCENTILES OF ESTIMATED PEAK FLOW RATE: (Note: 100% of Peak Flow Rate estimate assumed to have an instantaneous time duration) Percentile of Estimated Duration Peak Flow Rate (minutes) -----------0%--------- -1440.7-- 10% 115.9 20% 24.8 30% 16.6 40% 8.3 50% 8.3 60% 8.3 70% 8.3 80% 8.3 90% 8.3 Problem Descriptions: TEI 3776 NORTHERLY TRUCKYARD ---------------------------------------------------------------------------- FLOW-THROUGH DETENTION BASIN MODEL SPECIFIED BASIN CONDITIONS ARE AS FOLLOWS: CONSTANT HYDROGRAPH TIME UNIT(MINUTES) = 8.280 DEAD STORAGE(AF) = 0.00 SPECIFIED DEAD STORAGE(AF) FILLED = 0.00 ASSUMED INITIAL DEPTH(FEET) IN STORAGE BASIN = 0.00 INFLOW I I I V _effective depth 1 (and volume) I I I I 1 detention 1....v............. 1 basin 1<-->1 outflow ------------- I I \ I I storage 1 basin outlet V OUTFLOW DEPTH-VS.-STORAGE AND DEPTH-VS.-DISCHARGE INFORMATION: TOTAL NUMBER OF BASIN DEPTH INFORMATION ENTRIES = 13 `BASIN-DEPTH STORAGE OUTFLOW "BASIN-DEPTH STORAGE OUTFLOW * (FEET) (ACRE-FEET) (CFS) ** (FEET) (ACRE-FEET) (CFS) * 0.000 0.000 0.000" 0.250 0.010 2.400` 0.450 0.011 3.400" 0.650 0.050 4.200` 0.850 0.140 4.900" 1.050 0.270 5.500` 1.250 0.430 6.000" 1.450 0.610 6.500` 1.650 0.810 6.800" 1.850 1.030 7.000` 2.050 1.280 7.000" 2.250 1.550 7.500` 2.450 1.840 7.800" ---------------------------------------------------------------------------- BASIN STORAGE, OUTFLOW AND DEPTH ROUTING VALUES: INTERVAL DEPTH {S-0`DT/2} {S+0`DT/2} NUMBER (FEET) (ACRE-FEET) (ACRE-FEET) 1 0.00 0.00000 0.00000 2 0.25 -0.00369 0.02369 3 0.45 -0.00839 0.03039 4 0.65 0.02605 0.07395 5 0.85 0.11206 0.16794 6 1.05 0.23864 0.30136 7 1.25 0.39579 0.46421 8 1.45 0.57293 0.64707 9 1.65 0.77122 0.84878 10 1.85 0.99008 1.06992 11 2.05 1.24008 1.31992 12 2.25 1.50723 1.59277 13 2.45 1.79552 1.88448 WHERE S=STORAGE(AF);O=OUTFLOW(AF/MIN.);DT=UNIT INTERVAL(MIN.) ---------------------------------------------------------------------------- DETENTION BASIN ROUTING RESULTS: NOTE: COMPUTED BASIN DEPTH, OUTFLOW, AND STORAGE QUANTITIES OCCUR AT THE GIVEN TIME. BASIN INFLOW VALUES REPRESENT THE AVERAGE INFLOW DURING THE RECENT HYDROGRAPH UNIT INTERVAL. TIME DEAD-STORAGE INFLOW EFFECTIVE OUTFLOW EFFECTIVE (HRS) FILLED(AF) (CFS) DEPTH(FT) (CFS) VOLUME(AF) 0.130 0.000 0.30 0.04 0.17 0.001 0.268 0.000 0.30 0.04 0.34 0.001 0.406 0.000 0.30 0.04 0.35 0.001 0.544 0.000 0.30 0.04 0.35 0.001 0.682 0.000 0.30 0.04 0.35 0.001 0.820 0.000 0.31 0.04 0.35 0.001 0.958 0.000 0.31 0.04 0.35 0.001 1.096 0.000 0.31 0.04 0.36 0.001 1.234 0.000 0.31 0.04 0.36 0.001 Page 3 3776NORTH.txt 1.372 0.000 0.31 0.04 0.36 0.002 1.510 0.000 0.32 0.04 0.36 0.002 1.648 0.000 0.32 0.04 0.36 0.002 1.786 0.000 0.32 0.04 0.37 0.002 1.924 0.000 0.32 0.04 0.37 0.002 2.062 0.000 0.32 0.04 0.37 0.002 2.200 0.000 0.32 0.04 0.37 0.002 2.338 0.000 0.33 0.04 0.38 0.002 2.476 0.000 0.33 0.04 0.38 0.002 2.614 0.000 0.33 0.04 0.38 0.002 2.752 0.000 0.33 0.04 0.38 0.002 2.890 0.000 0.34 0.04 0.39 0.002 3.028 0.000 0.34 0.04 0.39 0.002 3.166 0.000 0.34 0.04 0.39 0.002 3.304 0.000 0.34 0.04 0.39 0.002 3.442 0.000 0.34 0.04 0.40 0.002 3.580 0.000 0.35 0.04 0.40 0.002 3.718 0.000 0.35 0.04 0.40 0.002 3.856 0.000 0.35 0.04 0.40 0.002 3.994 0.000 0.35 0.04 0.41 0.002 4.132 0.000 0.36 0.04 0.41 0.002 4.270 0.000 0.36 0.04 0.41 0.002 4.408 0.000 0.36 0.04 0.42 0.002 4.546 0.000 0.36 0.04 0.42 0.002 4.684 0.000 0.37 0.04 0.42 0.002 4.822 0.000 0.37 0.04 0.43 0.002 4.960 0.000 0.37 0.04 0.43 0.002 5.098 0.000 0.38 0.05 0.43 0.002 5.236 0.000 0.38 0.05 0.44 0.002 5.374 0.000 0.38 0.05 0.44 0.002 5.512 0.000 0.38 0.05 0.44 0.002 5.650 0.000 0.39 0.05 0.45 0.002 5.788 0.000 0.39 0.05 0.45 0.002 5.926 0.000 0.40 0.05 0.45 0.002 6.064 0.000 0.40 0.05 0.46 0.002 6.202 0.000 0.40 0.05 0.46 0.002 6.340 0.000 0.40 0.05 0.47 0.002 6.478 0.000 0.41 0.05 0.47 0.002 6.616 0.000 0.41 0.05 0.47 0.002 6.754 0.000 0.42 0.05 0.48 0.002 6.892 0.000 0.42 0.05 0.48 0.002 7.030 0.000 0.42 0.05 0.49 0.002 7.168 0.000 0.43 0.05 0.49 0.002 7.306 0.000 0.43 0.05 0.50 0.002 7.444 0.000 0.44 0.05 0.50 0.002 7.582 0.000 0.44 0.05 0.51 0.002 7.720 0.000 0.44 0.05 0.51 0.002 7.858 0.000 0.45 0.05 0.52 0.002 7.996 0.000 0.45 0.05 0.52 0.002 8.134 0.000 0.46 0.06 0.53 0.002 8.272 0.000 0.46 0.06 0.53 0.002 8.410 0.000 0.47 0.06 0.54 0.002 8.548 0.000 0.47 0.06 0.55 0.002 8.686 0.000 0.48 0.06 0.55 0.002 8.824 0.000 0.49 0.06 0.56 0.002 8.962 0.000 0.49 0.06 0.57 0.002 9.100 0.000 0.50 0.06 0.57 0.002 9.238 0.000 0.51 0.06 0.58 0.002 9.376 0.000 0.51 0.06 0.59 0.002 9.514 0.000 0.52 0.06 0.60 0.003 9.652 0.000 0.52 0.06 0.60 0.003 9.790 0.000 0.53 0.06 0.61 0.003 9.928 0.000 0.54 0.06 0.62 0.003 10.066 0.000 0.55 0.07 0.63 0.003 10.204 0.000 0.55 0.07 0.64 0.003 10.342 0.000 0.57 0.07 0.65 0.003 10.480 0.000 0.57 0.07 0.66 0.003 10.618 0.000 0.58 0.07 0.67 0.003 10.756 0.000 0.59 0.07 0.68 0.003 10.894 0.000 0.60 0.07 0.69 0.003 11.032 0.000 0.61 0.07 0.70 0.003 11.170 0.000 0.62 0.08 0.71 0.003 11.308 0.000 0.63 0.08 0.72 0.003 11.446 0.000 0.65 0.08 0.74 0.003 11.584 0.000 0.65 0.08 0.75 0.003 11.722 0.000 0.67 0.08 0.77 0.003 11.860 0.000 0.68 0.08 0.78 0.003 11.998 0.000 0.70 0.08 0.80 0.003 12.136 0.000 0.80 0.10 0.86 0.004 12.274 0.000 0.91 0.11 0.99 0.004 12.412 0.000 0.93 0.11 1.06 0.004 12.550 0.000 0.95 0.11 1.08 0.005 12.688 0.000 0.96 0.12 1.11 0.005 12.826 0.000 0.99 0.12 1.13 0.005 12.964 0.000 1.01 0.12 1.16 0.005 13.102 0.000 1.04 0.13 1.18 0.005 13.240 0.000 1.06 0.13 1.21 0.005 13.378 0.000 1.10 0.13 1.24 0.005 13.516 0.000 1.12 0.13 1.28 0.005 13.654 0.000 1.16 0.14 1.32 0.006 13.792 0.000 1.18 0.14 1.35 0.006 13.930 0.000 1.24 0.15 1.40 0.006 14.068 0.000 1.27 0.15 1.45 0.006 14.206 0.000 1.34 0.16 1.50 0.006 14.344 0.000 1.37 0.17 1.57 0.007 14.482 0.000 1.46 0.18 1.64 0.007 14.620 0.000 1.51 0.18 1.71 0.007 14.758 0.000 1.62 0.20 1.81 0.008 14.896 0.000 1.69 0.20 1.91 0.008 15.034 0.000 1.85 0.22 2.04 0.009 15.172 0.000 1.94 0.23 2.19 0.009 15.310 0.000 2.19 0.29 2.41 0.010 15.448 0.000 2.27 0.31 2.65 0.010 15.586 0.000 2.46 0.38 2.89 0.011 15.724 0.000 2.79 0.46 3.24 0.012 15.862 0.000 4.01 0.52 3.55 0.025 Peak Discharge 16.000 0.000 5.51 0.62 3.87 0.043 16.138 0.000 16.82 0.92 4.58 0. 16.276 0.000 3.26 0.88 5.05 .162 16.414 0.000 2.22 0.83 4.92 0.132 16.552 0.000 2.05 0.76 4.72 0.101 16.690 0.000 1.76 0.70 4.48 0.070 16.828 0.000 1.56 0.60 4.18 0.041 16.966 0.000 1.41 0.47 3.73 0.014 17.104 0.000 1.30 0.16 2.48 0.006 Page 4 3776NORTH.txt 17.242 0.000 1.21 0.15 1.45 0.006 17.380 0.000 1.14 0.14 1.36 0.005 17.518 0.000 1.08 0.13 1.28 0.005 17.656 0.000 1.02 0.12 1.21 0.005 17.794 0.000 0.98 0.12 1.16 0.005 17.932 0.000 0.94 0.11 1.11 0.005 18.070 0.000 0.90 0.11 1.06 0.004 18.208 0.000 0.69 0.08 0.92 0.003 18.346 0.000 0.66 0.08 0.78 0.003 18.484 0.000 0.64 0.08 0.75 0.003 18.622 0.000 0.62 0.07 0.72 0.003 18.760 0.000 0.60 0.07 0.70 0.003 18.898 0.000 0.58 0.07 0.68 0.003 19.036 0.000 0.56 0.07 0.66 0.003 19.174 0.000 0.54 0.07 0.64 0.003 19.312 0.000 0.53 0.06 0.62 0.003 19.450 0.000 0.51 0.06 0.60 0.002 19.588 0.000 0.50 0.06 0.59 0.002 19.726 0.000 0.49 0.06 0.57 0.002 19.864 0.000 0.48 0.06 0.56 0.002 20.002 0.000 0.47 0.06 0.55 0.002 20.140 0.000 0.46 0.06 0.53 0.002 20.278 0.000 0.45 0.05 0.52 0.002 20.416 0.000 0.44 0.05 0.51 0.002 20.554 0.000 0.43 0.05 0.50 0.002 20.692 0.000 0.42 0.05 0.49 0.002 20.830 0.000 0.41 0.05 0.48 0.002 20.968 0.000 0.41 0.05 0.47 0.002 21.106 0.000 0.40 0.05 0.47 0.002 21.244 0.000 0.39 0.05 0.46 0.002 21.382 0.000 0.39 0.05 0.45 0.002 21.520 0.000 0.38 0.05 0.44 0.002 21.658 0.000 0.37 0.05 0.44 0.002 21.796 0.000 0.37 0.04 0.43 0.002 21.934 0.000 0.36 0.04 0.42 0.002 22.072 0.000 0.36 0.04 0.42 0.002 22.210 0.000 0.35 0.04 0.41 0.002 22.348 0.000 0.35 0.04 0.40 0.002 22.486 0.000 0.34 0.04 0.40 0.002 22.624 0.000 0.34 0.04 0.39 0.002 22.762 0.000 0.33 0.04 0.39 0.002 22.900 0.000 0.33 0.04 0.38 0.002 23.038 0.000 0.33 0.04 0.38 0.002 23.176 0.000 0.32 0.04 0.37 0.002 23.314 0.000 0.32 0.04 0.37 0.002 23.452 0.000 0.31 0.04 0.36 0.002 23.590 0.000 0.31 0.04 0.36 0.001 23.728 0.000 0.31 0.04 0.36 0.001 23.866 0.000 0.30 0.04 0.35 0.001 24.004 0.000 0.30 0.04 0.35 0.001 24.142 0.000 0.00 0.00 0.17 0.000 24.280 0.000 0.00 0.00 0.00 0.000 ---------------------------------------------------------------------------- Page 5 TEI JOB NO 3776 Southerly Truck Yard Ponding Elevation Depth Area Volume Z Volume Z Volume Q(Discharge) (feet) (sq. ft.) (c.f.) (c.f.) (ac-ft) (cfs) 63.88 0.00 0 75 75 0.00 4.7 64.00 0.12 1254 1144 1219 0.03 5.0 64.20 0.32 10187 3592 4811 0.11 5.2 64.40 0.52 25731 6360 11172 0.26 5.5 64.60 0.72 37873 8547 19718 0.45 5.8 64.80 0.92 47592 3776SOUTH.txt ........................................................................................................................................................ NON-HOMOGENEOUS WATERSHED AREA-AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS ---------------------------------------------------------------------------- (C) Copyright 1989-2016 Advanced Engineering Software (aes) Ver. 23.0 Release Date: 07/01/2016 License ID 1435 Analysis prepared by: ---------------------------------------------------------------------------- ........................................................................................................................................................ Problem Descriptions: TEI 3776 SOUTH TRUCKYARD ---------------------------------------------------------------------------- NON-HOMOGENEOUS WATERSHED AREA-AVERAGED LOSS RATE (Fm) AND LOW LOSS FRACTION ESTIMATIONS FOR AMC III: TOTAL 24-HOUR DURATION RAINFALL DEPTH = 5.63 (inches) SOIL-COVER AREA PERCENT OF SCS CURVE LOSS RATE TYPE (Acres) PERVIOUS AREA NUMBER Fp(in./hr.) YIELD 1 4.75 10.00 69.(AMC II) 0.272 0.934 TOTAL AREA (Acres) = 4.75 AREA-AVERAGED LOSS RATE, Fm (in./hr.) = 0.027 AREA-AVERAGED LOW LOSS FRACTION, Y = 0.066 ---------------------------------------------------------------------------- Problem Descriptions: TEI 3776 SOUTH TRUCKYARD ---------------------------------------------------------------------------- RATIONAL METHOD CALIBRATION COEFFICIENT = 0.90 TOTAL CATCHMENT AREA(ACRES) = 4.75 SOIL-LOSS RATE, Fm,(INCH/HR) = 0.027 LOW LOSS FRACTION = 0.066 TIME OF CONCENTRATION(MIN.) = 9.31 SMALL AREA PEAK Q COMPUTED USING PEAK FLOW RATE FORMULA ORANGE COUNTY "VALLEY" RAINFALL VALUES ARE USED RETURN FREQUENCY(YEARS) = 100 5-MINUTE POINT RAINFALL VALUE(INCHES) = 0.52 30-MINUTE POINT RAINFALL VALUE(INCHES) = 1.09 1-HOUR POINT RAINFALL VALUE(INCHES) = 1.45 3-HOUR POINT RAINFALL VALUE(INCHES) = 2.43 6-HOUR POINT RAINFALL VALUE(INCHES) = 3.36 24-HOUR POINT RAINFALL VALUE(INCHES) = 5.63 ---------------------------------------------------------------------------- TOTAL CATCHMENT RUNOFF VOLUME(ACRE-FEET) = 1.89 TOTAL CATCHMENT SOIL-LOSS VOLUME(ACRE-FEET) = 0.34 ........................................................................................................................................................ TIME VOLUME Q 0. 5.0 10.0 15.0 20.0 (HOURS) (AF) (CFS) 0.02 0.0000 0.00 Q 0.17 0.0022 0.35 Q 0.33 0.0067 0.35 Q 0.48 0.0113 0.35 Q 0.64 0.0158 0.36 Q 0.79 0.0204 0.36 Q 0.95 0.0250 0.36 Q 1.10 0.0296 0.36 Q 1.26 0.0343 0.37 Q 1.41 0.0390 0.37 Q 1.57 0.0437 0.37 Q 1.72 0.0485 0.37 Q 1.88 0.0533 0.38 Q 2.03 0.0581 0.38 Q 2.19 0.0630 0.38 Q 2.35 0.0679 0.38 Q 2.50 0.0728 0.39 Q 2.66 0.0778 0.39 Q 2.81 0.0828 0.39 Q 2.97 0.0878 0.39 Q 3.12 0.0929 0.40 Q 3.28 0.0980 0.40 Q 3.43 0.1031 0.40 Q 3.59 0.1083 0.41 Q 3.74 0.1135 0.41 Q 3.90 0.1188 0.41 Q 4.05 0.1241 0.42 Q 4.21 0.1295 0.42 Q 4.36 0.1349 0.42 Q 4.52 0.1403 0.43 Q 4.67 0.1458 0.43 Q 4.83 0.1514 0.43 Q 4.98 0.1570 0.44 Q 5.14 0.1626 0.44 Q 5.29 0.1683 0.45 Q 5.45 0.1740 0.45 Q 5.60 0.1798 0.45 Q 5.76 0.1857 0.46 Q 5.91 0.1916 0.46 Q 6.07 0.1975 0.47 Q 6.22 0.2035 0.47 Q 6.38 0.2096 0.48 Q 6.53 0.2157 0.48 Q 6.69 0.2219 0.48 Q 6.85 0.2282 0.49 Q Page 1 3776SOUTH.txt 7.00 0.2345 0.50 Q 7.16 0.2409 0.50 .Q 7.31 0.2474 0.51 .Q 7.47 0.2539 0.51 .Q 7.62 0.2605 0.52 .Q 7.78 0.2672 0.53 .Q 7.93 0.2740 0.53 .Q 8.09 0.2808 0.54 .Q 8.24 0.2877 0.54 .Q 8.40 0.2948 0.55 .Q 8.55 0.3019 0.56 .Q 8.71 0.3091 0.57 .Q 8.86 0.3164 0.57 .Q 9.02 0.3237 0.58 .Q 9.17 0.3312 0.59 .Q 9.33 0.3388 0.60 .Q 9.48 0.3465 0.60 .Q 9.64 0.3544 0.62 .Q 9.79 0.3623 0.62 .Q 9.95 0.3704 0.64 .Q 10.10 0.3786 0.64 .Q 10.26 0.3869 0.66 .Q 10.41 0.3953 0.66 .Q 10.57 0.4039 0.68 .Q 10.72 0.4127 0.69 .Q 10.88 0.4216 0.70 .Q 11.03 0.4307 0.71 .Q 11.19 0.4400 0.73 .Q 11.35 0.4494 0.74 .Q 11.50 0.4591 0.76 .Q 11.66 0.4689 0.77 .Q 11.81 0.4790 0.80 .Q 11.97 0.4893 0.81 .Q 12.12 0.5007 0.98 .Q 12.28 0.5138 1.06 Q 12.43 0.5276 1.09 Q 12.59 0.5418 1.11 Q 12.74 0.5562 1.15 Q 12.90 0.5711 1.17 Q 13.05 0.5863 1.21 Q 13.21 0.6019 1.23 Q 13.36 0.6180 1.28 Q 13.52 0.6346 1.30 Q 13.67 0.6517 1.36 Q 13.83 0.6693 1.39 Q 13.98 0.6877 1.47 Q 14.14 0.7068 1.51 Q 14.29 0.7267 1.60 Q 14.45 0.7476 1.65 Q 14.60 0.7696 1.78 Q 14.76 0.7929 1.85 Q 14.91 0.8178 2.03 Q 15.07 0.8445 2.13 Q 15.22 0.8736 2.40 Q 15.38 0.9055 2.57 Q 15.53 0.9392 2.69 Q 15.69 0.9760 3.04 Q 15.84 1.0236 4.38 Q . 16.00 1.0903 6.02 Q 16.16 1.2470 18.41 Q 16.31 1.3878 3.55 Q 16.47 1.4274 2.63 Q 16.62 1.4587 2.26 Q 16.78 1.4856 1.94 Q 16.93 1.5090 1.71 Q 17.09 1.5299 1.56 Q 17.24 1.5491 1.43 Q 17.40 1.5668 1.33 Q 17.55 1.5834 1.25 Q 17.71 1.5990 1.19 Q 17.86 1.6139 1.13 Q 18.02 1.6280 1.08 Q 18.17 1.6402 0.82 .Q 18.33 1.6505 0.78 .Q 18.48 1.6603 0.75 .Q 18.64 1.6698 0.72 .Q 18.79 1.6789 0.70 .Q 18.95 1.6876 0.67 .Q 19.10 1.6961 0.65 .Q 19.26 1.7043 0.63 .Q 19.41 1.7122 0.61 .Q 19.57 1.7199 0.59 .Q 19.72 1.7274 0.58 .Q 19.88 1.7347 0.56 .Q 20.03 1.7418 0.55 .Q 20.19 1.7488 0.53 .Q 20.34 1.7555 0.52 .Q 20.50 1.7621 0.51 .Q 20.66 1.7686 0.50 Q 20.81 1.7749 0.49 Q 20.97 1.7811 0.48 Q 21.12 1.7872 0.47 Q 21.28 1.7932 0.46 Q 21.43 1.7990 0.45 Q 21.59 1.8048 0.44 Q 21.74 1.8104 0.44 Q 21.90 1.8159 0.43 Q 22.05 1.8214 0.42 Q 22.21 1.8267 0.41 Q 22.36 1.8320 0.41 Q 22.52 1.8372 0.40 Q 22.67 1.8423 0.40 Q 22.83 1.8473 0.39 Q 22.98 1.8523 0.38 Q 23.14 1.8572 0.38 Q 23.29 1.8620 0.37 Q 23.45 1.8668 0.37 Q 23.60 1.8715 0.36 Q 23.76 1.8761 0.36 Q 23.91 1.8807 0.35 Q 24.07 1.8852 0.35 Q 24.22 1.8875 0.00 Q -------------------------------------------------------------------------------- TIME DURATION(minutes) OF PERCENTILES OF ESTIMATED PEAK FLOW RATE: Page 2 3776SOUTH.txt (Note: 100% of Peak Flow Rate estimate assumed to have an instantaneous time duration) Percentile of Estimated Duration Peak Flow Rate (minutes) -----------0%--------- -1443.1 10% 130.3 20% 27.9 30% 18.6 40% 9.3 50% 9.3 60% 9.3 70% 9.3 80% 9.3 90% 9.3 Problem Descriptions: TEI 3776 SOUTH TRUCKYARD ---------------------------------------------------------------------------- FLOW-THROUGH DETENTION BASIN MODEL SPECIFIED BASIN CONDITIONS ARE AS FOLLOWS: CONSTANT HYDROGRAPH TIME UNIT(MINUTES) = 9.310 DEAD STORAGE(AF) = 0.00 SPECIFIED DEAD STORAGE(AF) FILLED = 0.00 ASSUMED INITIAL DEPTH(FEET) IN STORAGE BASIN = 0.00 INFLOW I I I V _effective depth 1 (and volume) I I I I 1 detention 1....v............. 1 basin 1<-->1 outflow ------------- I I \ I I storage 1 basin outlet V OUTFLOW DEPTH-VS.-STORAGE AND DEPTH-VS.-DISCHARGE INFORMATION: TOTAL NUMBER OF BASIN DEPTH INFORMATION ENTRIES = 6 `BASIN-DEPTH STORAGE OUTFLOW "BASIN-DEPTH STORAGE OUTFLOW * (FEET) (ACRE-FEET) (CFS) ** (FEET) (ACRE-FEET) (CFS) * 0.000 0.000 0.000" 0.120 0.010 4.700` 0.320 0.030 5.000" 0.520 0.110 5.200` 0.720 0.260 5.500" 0.920 0.450 5.800` ---------------------------------------------------------------------------- BASIN STORAGE, OUTFLOW AND DEPTH ROUTING VALUES: INTERVAL DEPTH {S-0`DT/2} {S+0`DT/2} NUMBER (FEET) (ACRE-FEET) (ACRE-FEET) 1 0.00 0.00000 0.00000 2 0.12 -0.02014 0.04014 3 0.32 -0.00206 0.06206 4 0.52 0.07666 0.14334 5 0.72 0.22473 0.29527 6 0.92 0.41281 0.48719 WHERE S=STORAGE(AF);O=OUTFLOW(AF/MIN.);DT=UNIT INTERVAL(MIN.) ---------------------------------------------------------------------------- DETENTION BASIN ROUTING RESULTS: NOTE: COMPUTED BASIN DEPTH, OUTFLOW, AND STORAGE QUANTITIES OCCUR AT THE GIVEN TIME. BASIN INFLOW VALUES REPRESENT THE AVERAGE INFLOW DURING THE RECENT HYDROGRAPH UNIT INTERVAL. TIME DEAD-STORAGE INFLOW EFFECTIVE OUTFLOW EFFECTIVE (HRS) FILLED(AF) (CFS) DEPTH(FT) (CFS) VOLUME(AF) 0.018 0.000 0.00 0.00 0.00 0.000 0.173 0.000 0.35 0.01 0.26 0.001 0.328 0.000 0.35 0.01 0.53 0.001 0.483 0.000 0.35 0.01 0.53 0.001 0.638 0.000 0.36 0.01 0.53 0.001 0.794 0.000 0.36 0.01 0.54 0.001 0.949 0.000 0.36 0.01 0.54 0.001 1.104 0.000 0.36 0.01 0.54 0.001 1.259 0.000 0.37 0.01 0.55 0.001 1.414 0.000 0.37 0.01 0.55 0.001 1.569 0.000 0.37 0.01 0.55 0.001 1.725 0.000 0.37 0.01 0.56 0.001 1.880 0.000 0.38 0.01 0.56 0.001 2.035 0.000 0.38 0.01 0.57 0.001 2.190 0.000 0.38 0.01 0.57 0.001 2.345 0.000 0.38 0.01 0.57 0.001 2.500 0.000 0.39 0.01 0.58 0.001 2.656 0.000 0.39 0.01 0.58 0.001 2.811 0.000 0.39 0.02 0.59 0.001 2.966 0.000 0.39 0.02 0.59 0.001 3.121 0.000 0.40 0.02 0.59 0.001 3.276 0.000 0.40 0.02 0.60 0.001 3.431 0.000 0.40 0.02 0.60 0.001 3.587 0.000 0.41 0.02 0.61 0.001 3.742 0.000 0.41 0.02 0.61 0.001 3.897 0.000 0.41 0.02 0.62 0.001 4.052 0.000 0.42 0.02 0.62 0.001 4.207 0.000 0.42 0.02 0.63 0.001 4.362 0.000 0.42 0.02 0.63 0.001 4.518 0.000 0.43 0.02 0.64 0.001 4.673 0.000 0.43 0.02 0.64 0.001 4.828 0.000 0.43 0.02 0.65 0.001 4.983 0.000 0.44 0.02 0.65 0.001 5.138 0.000 0.44 0.02 0.66 0.001 5.293 0.000 0.45 0.02 0.67 0.001 5.449 0.000 0.45 0.02 0.67 0.001 5.604 0.000 0.45 0.02 0.68 0.001 5.759 0.000 0.46 0.02 0.68 0.001 Page 3 3776SOUTH.txt 5.914 0.000 0.46 0.02 0.69 0.001 6.069 0.000 0.47 0.02 0.70 0.001 6.224 0.000 0.47 0.02 0.70 0.002 6.380 0.000 0.48 0.02 0.71 0.002 6.535 0.000 0.48 0.02 0.72 0.002 6.690 0.000 0.48 0.02 0.73 0.002 6.845 0.000 0.49 0.02 0.73 0.002 7.000 0.000 0.50 0.02 0.74 0.002 7.155 0.000 0.50 0.02 0.75 0.002 7.311 0.000 0.51 0.02 0.76 0.002 7.466 0.000 0.51 0.02 0.77 0.002 7.621 0.000 0.52 0.02 0.77 0.002 7.776 0.000 0.53 0.02 0.78 0.002 7.931 0.000 0.53 0.02 0.79 0.002 8.086 0.000 0.54 0.02 0.80 0.002 8.242 0.000 0.54 0.02 0.81 0.002 8.397 0.000 0.55 0.02 0.82 0.002 8.552 0.000 0.56 0.02 0.83 0.002 8.707 0.000 0.57 0.02 0.84 0.002 8.862 0.000 0.57 0.02 0.85 0.002 9.017 0.000 0.58 0.02 0.87 0.002 9.173 0.000 0.59 0.02 0.88 0.002 9.328 0.000 0.60 0.02 0.89 0.002 9.483 0.000 0.60 0.02 0.90 0.002 9.638 0.000 0.62 0.02 0.92 0.002 9.793 0.000 0.62 0.02 0.93 0.002 9.948 0.000 0.64 0.02 0.94 0.002 10.104 0.000 0.64 0.02 0.96 0.002 10.259 0.000 0.66 0.03 0.97 0.002 10.414 0.000 0.66 0.03 0.99 0.002 10.569 0.000 0.68 0.03 1.01 0.002 10.724 0.000 0.69 0.03 1.03 0.002 10.879 0.000 0.70 0.03 1.04 0.002 11.035 0.000 0.71 0.03 1.06 0.002 11.190 0.000 0.73 0.03 1.08 0.002 11.345 0.000 0.74 0.03 1.11 0.002 11.500 0.000 0.76 0.03 1.13 0.002 11.655 0.000 0.77 0.03 1.15 0.002 11.811 0.000 0.80 0.03 1.18 0.003 11.966 0.000 0.81 0.03 1.21 0.003 12.121 0.000 0.98 0.04 1.34 0.003 12.276 0.000 1.06 0.04 1.53 0.003 12.431 0.000 1.09 0.04 1.62 0.003 12.586 0.000 1.11 0.04 1.66 0.004 12.741 0.000 1.15 0.04 1.70 0.004 12.897 0.000 1.17 0.04 1.74 0.004 13.052 0.000 1.21 0.05 1.78 0.004 13.207 0.000 1.23 0.05 1.83 0.004 13.362 0.000 1.28 0.05 1.88 0.004 13.517 0.000 1.30 0.05 1.94 0.004 13.672 0.000 1.36 0.05 2.00 0.004 13.828 0.000 1.39 0.05 2.07 0.004 13.983 0.000 1.47 0.06 2.15 0.005 14.138 0.000 1.51 0.06 2.23 0.005 14.293 0.000 1.60 0.06 2.34 0.005 14.448 0.000 1.65 0.06 2.45 0.005 14.604 0.000 1.78 0.07 2.58 0.006 14.759 0.000 1.85 0.07 2.73 0.006 14.914 0.000 2.03 0.08 2.91 0.006 15.069 0.000 2.13 0.08 3.13 0.007 15.224 0.000 2.40 0.09 3.41 0.008 15.379 0.000 2.57 0.10 3.74 0.008 15.535 0.000 2.69 0.10 3.95 0.009 15.690 0.000 3.04 0.12 4.30 0.010 15.845 0.000 4.38 0.27 4.74 0.025 16.000 0.000 6.02 0.36 4.98 0.045 16.155 0.000 18.41 0.66 5.22 0.214 16.310 0.000 3.55 0.63 5.38 0.191 Peak Discharge 16.465 0.000 2.63 0.58 5.33 16.621 0.000 2.26 0.53 5.25 0.117 16.776 0.000 1.94 0.44 5.17 0.076 16.931 0.000 1.71 0.33 5.06 0.033 17.086 0.000 1.56 0.06 3.73 0.005 17.241 0.000 1.43 0.05 2.30 0.005 17.397 0.000 1.33 0.05 2.07 0.004 17.552 0.000 1.25 0.05 1.94 0.004 17.707 0.000 1.19 0.05 1.83 0.004 17.862 0.000 1.13 0.04 1.74 0.004 18.017 0.000 1.08 0.04 1.66 0.003 18.172 0.000 0.82 0.03 1.43 0.003 18.328 0.000 0.78 0.03 1.21 0.003 18.483 0.000 0.75 0.03 1.15 0.002 18.638 0.000 0.72 0.03 1.11 0.002 18.793 0.000 0.70 0.03 1.06 0.002 18.948 0.000 0.67 0.03 1.03 0.002 19.103 0.000 0.65 0.02 0.99 0.002 19.259 0.000 0.63 0.02 0.96 0.002 19.414 0.000 0.61 0.02 0.93 0.002 19.569 0.000 0.59 0.02 0.90 0.002 19.724 0.000 0.58 0.02 0.88 0.002 19.879 0.000 0.56 0.02 0.85 0.002 20.034 0.000 0.55 0.02 0.83 0.002 20.190 0.000 0.53 0.02 0.81 0.002 20.345 0.000 0.52 0.02 0.79 0.002 20.500 0.000 0.51 0.02 0.77 0.002 20.655 0.000 0.50 0.02 0.76 0.002 20.810 0.000 0.49 0.02 0.74 0.002 20.965 0.000 0.48 0.02 0.73 0.002 21.121 0.000 0.47 0.02 0.71 0.001 21.276 0.000 0.46 0.02 0.70 0.001 21.431 0.000 0.45 0.02 0.68 0.001 21.586 0.000 0.44 0.02 0.67 0.001 21.741 0.000 0.44 0.02 0.66 0.001 21.896 0.000 0.43 0.02 0.65 0.001 22.052 0.000 0.42 0.02 0.64 0.001 22.207 0.000 0.41 0.02 0.63 0.001 22.362 0.000 0.41 0.02 0.62 0.001 22.517 0.000 0.40 0.02 0.61 0.001 22.672 0.000 0.40 0.02 0.60 0.001 22.827 0.000 0.39 0.01 0.59 0.001 22.983 0.000 0.38 0.01 0.58 0.001 23.138 0.000 0.38 0.01 0.57 0.001 23.293 0.000 0.37 0.01 0.57 0.001 23.448 0.000 0.37 0.01 0.56 0.001 23.603 0.000 0.36 0.01 0.55 0.001 Page 4 3776SOUTH.txt 23.758 0.000 0.36 0.01 0.54 0.001 23.914 0.000 0.35 0.01 0.54 0.001 24.069 0.000 0.35 0.01 0.53 0.001 24.224 0.000 0.00 0.00 0.26 0.000 24.379 0.000 0.00 0.00 0.00 0.000 ---------------------------------------------------------------------------- Page 5 APPENDIX E HYDROLOGY MAPS i]]HS L JO L 19LLr m aq o) co 0 2�Is I I Vil— FTH-c iful I I 1 1.11 I'd IL F7 -- ------------ MHS L JO L 19LLr Z w foo 0 2— z 0 IL Z Ej 8o >- LOL'n z co J z 0 IS x w II =ZL) I I LLr X :F z In Ilk I 11L K Appendix F Preliminary Water Quality Management Plan 0ThienesW� K Engineering, Inc. 17 Preliminary Water Quality Management Plan (P-WQMP) Project Name: Myford Road Industrial 14451 Myford Road Tustin, CA 92780 Prepared for: B8 Myford Industrial Owner LLC c/o Panattoni Development Company, Inc. 2442 Dupont Drive Irvine, CA 92612 Phone: (949) 296-2943 Prepared by: Thienes Engineering Inc. 14349 Firestone Boulevard La Mirada, California 90638 (714) 521-4811 Contact: Luis Prado (luisp@thieneseng.com) JN: 3776 Engineer Reinhard Stenzel Registration No. C56155 Prepared on: April 3, 2020 September 4, 2020 Template Prepared: July 15, 2011 J J Jcr:: is+J r:.J'ru., L � uuJJJ'JJs�ci, t.r �riY"6 1 (714) 521-4811 1 Fax: (714) 521-4173 Preliminary Water Quality Management Plan (P-WQMP) Myford Road Industrial Project Owner's Certification Permit/Application No. : Grading Permit No. .................................................................................................................................................. .......................................................................................................................................................................................................................................................................................................................................... Tract/Parcel Map No. Building Permit No. ..................................................................................................................................................:_.....................................................................................................:................................................................................................... ............................................................................................... APN: 432-473-20, CUP, SUP, and/or APN (Specify Lot Numbers if Portions of Tract) -21, -35, and-36 This Preliminary Water Quality Management Plan (P-WQMP) has been prepared for B8 Myford Industrial Owner LLC by Thienes Engineering,Inc. The P-WQMP is intended to comply with the requirements of the local NPDES Stormwater Program requiring the preparation of the plan, and the requirements of the California Environmental Quality Action (CEQA) as part of the environmental review for the entitlement process. The undersigned,while it owns the subject property, is responsible for the implementation of the provisions of this plan and will ensure that the Final WQMP as appropriate to reflect up-to- date conditions on the site consistent with the current Orange County Drainage Area Management Plan (DAMP) and the intent of the non-point source NPDES Permit for Waste Discharge Requirements for the County of Orange, Orange County Flood Control District and the incorporated Cities of Orange County within the Santa Ana Region. Once the undersigned transfers its interest in the property, its successors-in-interest shall bear the aforementioned responsibility to implement and amend the Final WQMP. An appropriate number of approved and signed copies of this document shall be available on the subject site in perpetuity. Owner.B8 Myford Industrial Owner LLC Title Britton Winterer,Vice President Company B8 Myford Industrial Owner LLC c/o Panattoni Development Company,Inc. Address 2442 Dupont Drive,Irvine,CA 92612 Email jleblanc@panattoni.com Telephone# (949)296-2943 Signature Date B8 Myford Industrial Owner LLC Owner's Certification Preliminary Water Quality Management Plan (P-WQMP) Myford Road Industrial Contents Page No. Section I Discretionary Permit(s) and Water Quality Conditions..................................... 3 Section II Project Description .......................................................................................... 4 Section III Site Description ............................................................................................ 10 Section IV Best Management Practices (BMPs) ............................................................. 13 Section V Inspection/Maintenance Responsibility for BMPs.......................................... 29 Section VI Site Plan and Drainage Plan.......................................................................... 36 Section VII Educational Materials .................................................................................. 37 Attachments Attachment A...............................................................................Educational Materials AttachmentB.............................................................................................. O & M Plan Attachment C........................................................................... .....Infiltration Feasibility Attachment D.....................................................................................BMP Calculations Attachment E..........................................................................Covenant and Agreement 138 Myford Industrial Owner LLC Table of Contents Preliminary Water Quality Management Plan (P-WQMP) Myford Road Industrial Section I Discretionary Permit(s) and Water Quality Conditions Provide discretionary permit and water quality information. Refer to Section 2.1 in the Technical Guidance Document (TGD) available from the Orange County Stormwater Program (ocwatersheds.com). Project Infomation Permit/Application No. Tract/Parcel Map No. Additional Information/ This preliminary WQMP is intended to serve as a support instrument Comments: for the environmental assessment of the project and its impacts. Water Quality Conditions Water Quality Conditions Pending (list verbatim) Watershed-Based Plan Conditions Provide applicable conditions from watershed- No WHIMPS or TMDLS. based plans including WIHMPs and TMDLS. 138 Myford Industrial Owner LLC Section I 3776-PWQMP Page 3 Preliminary Water Quality Management Plan (P-WQMP) Myford Road Industrial Section II Project Description II.1 Project Description Provide a detailed project description including: • Project areas; • Land uses; • Land cover; • Design elements; • A general description not broken down by drainage management areas (DMAs). Include attributes relevant to determining applicable source controls. Refer to Section 2.2 in the TGD for information that must be included in the project description. Description of Proposed Project Priority Project Category 8-All significant redevelopment projects, where significant redevelopment is defined as the addition or Development Category = replacement of 5,000 or more square feet of impervious surface on an (Verbatim from WQMP): _ already developed site. Redevelopment does not include routine - maintenance activities that are conducted to maintain original line and grade,hydraulic capacity, original purpose of the facility, or emergency redevelopment activity required to protect public health and safety. ------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Project Area (ft2): 431,244 z Number of Dwelling Units: z SIC Code: 4225 (9.90 acres) ------------------------------------------------ -----------------------------------------------------------------------=------------------------------------------------- The project site is located at 14451 Myford Road in the City of Tustin, Orange County. The project site encompasses approximately 9.90 acres. Proposed Narrative Project _ improvements to the site include the construction of one commercial/ Description: _ industrial building with approximately 220,331 square feet. There are truck yards located on the northerly and southerly sides of the proposed building. Vehicle parking is located at the corners of the project site. There will be drought tolerant landscaping adjacent to Myford Road and smaller areas throughout the site. -------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Pervious Impervious --------------------------------------------------- - --------------------=-------------------------- Project Area Area Area Percentage Percentage (acres or sq ft) (acres or sq ft) B8 Myford Industrial Owner LLC Section II 3776-PWQMP Page 4 Preliminary Water Quality Management Plan (P-WQMP) Myford Road Industrial Pre-Project Conditions 1.38 acres 14% 8.52 acres 86% ................................................:............................................................;................................:............................ Post-Project Conditions 0.851 acres 9% 9.049 acres 91% ...............................................c. ...................................................................................................................... Existing drainage patterns: Under existing conditions, the easterly parking areas drain to Myford Road via a parkway culvert and the existing driveway. Runoff from the remainder of the northerly parking area drains to a catch basin located at the westerly property line. Runoff from the southerly portion of the existing site drains westerly via gutters to an existing catch basin located at the westerly corner of the project site. The southerly portion of the site drains to various catch basins. An existing storm drain conveys this runoff to the same catch basin at the corner of the site. A storm drain conveys runoff from the catch basin to the existing storm drain system. Proposed drainage patterns: Proposed conditions will table runoff to the existing storm drain system at the westerly property line. Runoff from the northerly portion of the building and the northerly truck yard will drain to catch basins located in the truck yard. A proposed storm Drainage drain will convey runoff around the building and connect to the existing Patterns/Connections 18" lateral located at the westerly property line. Flow from the westerly vehicle parking and drive aisle drains to a catch basin located in the parking lot. A proposed storm drain will convey runoff to the existing 54" storm drain. Flow from the southerly half of the building and the southerly truck yard drain to catch basins located in the truck yard. Landscape frontage along Myford Road will be collected by area drains and routed to the southerly truck yard storm drain. A proposed storm drain will convey runoff westerly to the existing 54" storm drain. The easterly parking lot drains to a proposed catch basin and the same 54" existing storm drain. Before the onsite flows discharge offsite, manhole structures will divert low flows to proposed proprietary biofiltration for treatment. There are two systems total, one for the north truck yard (4.05 acres) and one for the southerly truck yard (5.85 acres). 138 Myford Industrial Owner LLC Section II 3776-PWQMP Page 5 Preliminary Water Quality Management Plan (P-WQMP) Myford Road Industrial II.2 Potential Stormwater Pollutants Determine and list expected stormwater pollutants based on land uses and site activities. Refer to Section 2.2.2 and Table 2.1 in the TGD for guidance. Pollutants of Concern Circle One: E=Expected to Pollutant be of concern Additional Information and Comments N=Not Expected to be of concern Suspended-Solid/ Sediment E ® N ❑ Potentially expected due to landscaping ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................ Nutrients E ® N ❑ ' Potentially expected due to landscaping _; Heavy Metals E ® N ❑ Expected due to vehicles (copper and zinc) ......................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Pathogens (Bacteria/Virus) E ® N ❑ Potentially expected due to uncovered parking areas Pesticides E ® N ❑ Potentially expected due to landscaping ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................ Oil and Grease E ® N ❑ Expected due to vehicles ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................ Toxic Organic Compounds E ® N ❑ Expected due to solvents ......................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Trash and Debris E ® N ❑ Expected 138 Myford Industrial Owner LLC Section II 3776-PWQMP Page 6 Preliminary Water Quality Management Plan (P-WQMP) Myford Road Industrial II.3 Hydrologic Conditions of Concern Determine if streams located downstream from the project area are determined to be potentially susceptible to hydromodification impacts. Refer to Section 2.2.3.1 in the TGD for NOC or Section 2.2.3.2 for<SOC>. ❑ No -Show map ®Yes- Describe applicable hydrologic conditions of concern below. Refer to Section 2.2.3 in the TGD. The project site's stormwater will confluence with the Peter's Canyon Channel a few miles south and ultimately converges with San Diego Creek Reach 1 downstream.According to Figure XVI-3d of the TGD,portions of San Diego Creek Reach 1 are not hard-lined.The most upstream location where San Diego Creek Reach 1 is not hard-lined is nearly 4 miles downstream from the project site.The downstream channel,although unlined,is an engineered channel that is designed to accommodate the developed condition runoff from the surrounding area.The surrounding area watershed of San Diego Creek is 86,881 acres.The 1.18-acre project site represents 0.001%of the total watershed tributary to San Diego Creek.The Orange County Technical Guidance Document states"if a site is mapped as potentially having a HCOC,but the nearest susceptible channel segment is miles downstream,then the hydromodification impact due to developing the site may be that the project adds negligible amounts of flow to the tail ends of the receiving water's hydrograph and would not result in significant increase in peak flow or significant decrease time of concentration,rendering hydrologic impacts negligible" (Pg 5-4).Therefore,the project site's stormwater contribution is negligible to the overall watershed and will not introduce any hydrologic conditions of concern to the receiving water body. In addition, the land use type will remain commercial as in the existing condition thus not significantly increasing the peak flows. B8 Myford Industrial Owner LLC Section II 3776-PWQMP Page 7 Preliminary Water Quality Management Plan (P-WQMP) Myford Road Industrial II.4 Post Development Drainage Characteristics Describe post development drainage characteristics. Refer to Section 2.2.4 in the TGD. Proposed drainage patterns: Proposed conditions will table runoff to the existing storm drain system at the westerly property line. Runoff from the northerly portion of the building and the northerly truck yard will drain to catch basins located in the truck yard. A proposed storm drain will convey runoff around the building and connect to the existing 18" lateral located at the westerly property line. Flow from the westerly vehicle parking and drive aisle drains to a catch basin located in the parking lot. A proposed storm drain will convey runoff to the existing 54" storm drain. Flow from the southerly half of the building and the southerly truck yard drain to catch basins located in the truck yard. Landscape frontage along Myford Road will be collected by area drains and routed to the southerly truck yard storm drain. A proposed storm drain will convey runoff westerly to the existing 54" storm drain. The easterly parking lot drains to a proposed catch basin and the same 54" existing storm drain. Before the onsite flows discharge offsite, manhole structures will divert low flows to proposed proprietary biofiltration for treatment. There are two systems total, one for the north truck yard (4.05 acres) and one for the southerly truck yard (5.85 acres). 138 Myford Industrial Owner LLC Section II 3776-PWQMP Page 8 Preliminary Water Quality Management Plan (P-WQMP) Myford Road Industrial II.5 Property Ownership/Management Describe property ownership/management. Refer to Section 2.2.5 in the TGD. B8 Myford Industrial Owner LLC c/o Panattoni Development Company,Inc. 2442 Dupont Drive Irvine,CA 92612 Contact:Britton Winterer (949)296-2943 Email:jleblanc@panattoni.com No infrastructure will be transferred to public agencies. A Property Owner Association(POA)is not needed to for the long-term maintenance of the project's stormwater facilities.The owner is ultimately responsible for funding and maintenance of BMPs until the site is sold or transferred. 138 Myford Industrial Owner LLC Section II 3776-PWQMP Page 9 Preliminary Water Quality Management Plan (P-WQMP) Myford Road Industrial Section III Site Description III.1 Physical Setting Fill out table with relevant information. Refer to Section 2.3.1 in the TGD. Planning Area/ Myford Road Industrial Community Name Location/Address 14451 Myford Road Tustin, CA 92780 Project Area Description The project is located in the Irvine Industrial Complex Planned Community. Land Use PCCB -Planned Community Commercial/Business Zoning PC IND -Planned Community Industrial Acreage 9.90 acres Predominant Soil Type Soil Type D 138 Myford Industrial Owner LLC Section III 3776-PWQMP Page 10 Preliminary Water Quality Management Plan (P-WQMP) Myford Road Industrial H12Site Characteristics Fill out table with relevant information and include information regarding BMP sizing, suitability, and feasibility, as applicable. Refer to Section 2.3.2 in the TGD. Precipitation Zone 0.75 inches per TGD XVI-1 —Rainfall Zones ......................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... The project site's topography is relatively level descending slightly from an Topography east to west direction on the order of a few feet. The site is currently occupied by a building and parking lot for a nearby industrial warehouse building. ......................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Drainage Patterns/Connections See Section 11.1, above. The site consists of soil type D per TGD XVI-2a. G. The site sits over Soil Type, Geology, and shallow groundwater. Groundwater is expected to be less than 5'below Infiltration Properties existing ground per TGD XVI-2e. The site also sits over a Selenium Contamination Area per TGD XVI-2f. See Attachment C of this WQMP report for more details. Site Characteristics (continued) Hydrogeologic Groundwater is expected to be less than 5'below existing ground per TGD (Groundwater) Conditions XVI-2e. ......................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... The site consists of soil type D per TGD XVI-2a. G. The site sits over shallow groundwater. Groundwater is expected to be less than 5'below Geotechnical Conditions existing ground per TGD XVI-2e. The site also sits over a Selenium (relevant to infiltration) Contamination Area per TGD XVI-2f. See Attachment C of this WQMP report for more details. ................................... ... ......... ........................ Off-Site Drainage Not applicable. ......................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Utility and Infrastructure Runoff is tabled to the existing 18"storm drain system at the westerly Information property line. B8 Myford Industrial Owner LLC Section III 3776-PWQMP Page 11 Preliminary Water Quality Management Plan (P-WQMP) Myford Road Industrial III.3 Watershed Description Fill out table with relevant information and include information regarding BMP sizing, suitability, and feasibility, as applicable. Refer to Section 2.3.3 in the TGD. Peters Canyon Channel San Diego Creek Reach 1 Receiving Waters Newport Bay, Upper Newport Bay, Lower ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................ Peters Canyon Channel: Benthic Community Effects, DDT, Indicator Bacteria, Malathion, Selenium, Toxaphene and Toxicity San Diego Creek Reach 1: Benthic Community Effects, DDT, Indicator Bacteria, Sedimentation/Siltation, Selenium, Toxaphene 303(d) Listed Impairments and Toxicity Newport Bay, Upper: Chlordane, Copper, DDT, Indicator Bacteria, Malathion, Nutrients, PCBs, Sedimentation/Siltation and Toxicity Newport Bay, Lower: Chlordane, Copper, DDT, Indicator Bacteria, Nutrients, PCBs and Toxicity San Diego Creek Reach 1: Metals, Selenium, Nutrients, Pesticides and Siltation Applicable TMDLs Newport Bay, Upper: Metals, Nutrients, Pathogens, Pesticides/PCBs and Siltation Newport Bay, Lower: Metals, Nutrients, Pathogens, Pesticides/Priority Organics and Siltation .................................................................................................................................................. .................................................................................................................................................................................................................................................................................................................................................................. Pollutants of Concern for Nutrients, Heavy Metals, Pathogens and Pesticides the Project Environmentally Sensitive and Special Biological : None Significant Areas 138 Myford Industrial Owner LLC Section III 3776-PWQMP Page 12 Preliminary Water Quality Management Plan (P-WQMP) Myford Road Industrial Section IV Best Management Practices (BMPs) IV. 1 Project Performance Criteria Describe project performance criteria. Several steps must be followed in order to determine what performance criteria will apply to a project. These steps include: • If the project has an approved WIHMP or equivalent, then any watershed specific criteria must be used and the project can evaluate participation in the approved regional or sub- regional opportunities. The local Permittee planning or NPDES staff should be consulted regarding the existence of an approved WIHMP or equivalent. • Determine applicable hydromodification control performance criteria. Refer to Section 7.11- 2.4.2.2 of the Model WQMP. • Determine applicable LID performance criteria. Refer to Section 7.II-2.4.3 of the Model WQMP. • Determine applicable treatment control BMP performance criteria. Refer to Section 7.II-3.2.2 of the Model WQMP. • Calculate the LID design storm capture volume for the project. Refer to Section 7.II-2.4.3 of the Model WQMP. (NOC Permit Area only) Is there an approved WIHMP or equivalent for the project area that includes more stringent LID feasibility YES ❑ NO criteria or if there are opportunities identified for implementing LID on regional or sub-regional basis? If yes, describe WIHMP feasibility criteria or regional/sub-regional LID opportunities. 138 Myford Industrial Owner LLC Section IV 3776-PWQMP Page 13 Preliminary Water Quality Management Plan (P-WQMP) Myford Road Industrial Project Performance Criteria (continued) ................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................ If HCOC exists, list applicable The project was evaluated to determine if there were potential HCOC impacts hydromodification on the downstream receiving water bodies. The evaluation concluded that controlwhile portions of the San Diego Creek are not hard-lined, the creek was performance designed to convey the developed condition stormwater runoff from the criteria (Section project site as well as the rest of its watershed (86,822 acres total). Therefore, 7.II-2.4.2.2 in hydromodification of the creek is not expected. 1VIWQMP) .............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. The following performance criteria for LID implementation are required: • Priority Projects must infiltrate,harvest and use,evapotranspire, or biotreat/biofilter, the 85th percentile, 24-hourstorm event(Design Capture Volume). List applicable LID performance • A properly designed biotreatment system may only be considered if criteria (Section infiltration,harvest and use, and evapotranspiration (ET) cannot be 7.II-2.4.3 from feasibly implemented for the full design capture volume. In this case, MWQMP) infiltration,harvest and use, and ET practices must be implemented to the greatest extent feasible and biotreatment may be provided for the remaining design capture volume. The project site will utilize two sets of proprietary biofiltration facilities for treatment. ............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... List applicable treatment control No applicable treatment control BMP performance criteria necessary. The BMP performance criteria (Section LID performance criterion is satisfied. 7.II-3.2.2 from 1VIWQMP) B8 Myford Industrial Owner LLC Section IV 3776-PWQMP Page 14 Preliminary Water Quality Management Plan (P-WQMP) Myford Road Industrial .............................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................. Modular Wetlands MWS Area Tc i SQDF Treatment Total Calculate 11D # (ac) (mins) (in/hr) imP C (cfs) Per Unit QTY Model Treatment design storm (cfs) (ds) Capture volume A 5.85 5.0 0.263 0.90 0.825 1.267 0.645 2 MWS-L-8-20-V @3.81.290 for Project. B 4.05 5.0 0.263 0.95 0.863 0.917 0.462 2 MWS-L-8-16-V @3.4' 0.924 Refer to Attachment D for BMP Calculations. B8 Myford Industrial Owner LLC Section IV 3776-PWQMP Page 15 Preliminary Water Quality Management Plan (P-WQMP) Myford Road Industrial IV.2. SITE DESIGN AND DRAINAGE PLAN Describe site design and drainage plan including • A narrative of site design practices utilized or rationale for not using practices; • A narrative of how site is designed to allow BMPs to be incorporated to the MEP • A table of DMA characteristics and list of LID BMPs proposed in each DMA. • Reference to the WQMP plot plan. • Calculation of Design Capture Volume (DCV) for each drainage area. • A listing of GIS coordinates for LID and Treatment Control BMPs (unless not required by local jurisdiction). Refer to Section 2.4.2 in the TGD. The site was designed to include the LID design principles and techniques described in the Orange County T.G.D. to the maximum extent feasible. They include: Minimize Impervious Area-Impervious areas were minimized to the maximum extent practicable. Landscaped areas will be provided along the public street frontages and throughout the site. Additionally, the proprietary biofiltration units help minimize the impervious area of the overall site. Preserve Existing Drainage Patterns and Time of Concentration- Post-development drainage patterns will mimic existing conditions. Stormwater will be detained in the proprietary biofiltration units which will assist in increasing the time of concentration. Disconnect Impervious Areas- Impervious surfaces such as rooftops, driveways and parking lots are directed to the proprietary biofiltration units for disconnection/treatment. In addition, Connector Pipe Screens (CPS) will be installed at every inlet location to capture trash. Refer to the WQMP Site Map for proposed BMP locations, drainage areas, pervious areas and connection points with the existing storm drain system. B8 Myford Industrial Owner LLC Section IV 3776-PWQMP Page 16 Preliminary Water Quality Management Plan (P-WQMP) Myford Road Industrial IV.3 LID BMP SELECTION AND PROJECT CONFORMANCE ANALYSIS Each sub-section below documents that the proposed design features conform to the applicable project performance criteria via check boxes, tables, calculations,narratives, and/or references to worksheets. Refer to Section 2.4.2.3 in the TGD for selecting LID BMPs and Section 2.4.3 in the TGD for conducting conformance analysis with project performance criteria. B8 Myford Industrial Owner LLC Section IV 3776-PWQMP Page 17 Preliminary Water Quality Management Plan (P-WQMP) Myford Road Industrial IV.3.1 Hydrologic Source Controls Name Included? Localized on-lot infiltration ❑ Impervious area dispersion(e.g.roof top ❑ disconnection) Street trees(canopy interception) ❑ Residential rain barrels(not actively managed) ❑ Green roofs/Brown roofs ❑ Blue roofs ❑ Impervious area reduction(e.g.permeable ❑ pavers,site design) Other: ❑ Other: ❑ Other: ❑ Other: ❑ Other: ❑ Other: ❑ Other: ❑ Other: ❑ HSCs are not required since the retention criteria is being met with LID BMPs. B8 Myford Industrial Owner LLC Section IV 3776-PWQMP Page 18 Preliminary Water Quality Management Plan (P-WQMP) Myford Road Industrial IV.3.2 Infiltration BMPs Identify infiltration BMPs to be used in project. If design volume cannot be met state why BMPs cannot be met Name Included? Bioretention without underdrains ❑ Rain gardens ❑ Porous landscaping ❑ Infiltration planters ❑ Retention swales ❑ Infiltration trenches ❑ Infiltration basins ❑ Drywells ❑ Subsurface infiltration galleries ❑ French drains ❑ Permeable asphalt ❑ Permeable concrete ❑ Permeable concrete pavers ❑ Other: ❑ Other: ❑ The site consists of soil type D per TGD XVI-aa. G.The site sits over shallow groundwater. Groundwater is expected to be less than 5'below existing ground per TGD XVI-ae.The site also sits over a Selenium Contamination Area per TGD XVI-af. See Attachment C of this WQMP report for more details. Infiltration dependent BMPs have been deemed infeasible due to the above. B8 Myford Industrial Owner LLC Section IV 3776-PWQMP Page 19 Preliminary Water Quality Management Plan (P-WQMP) Myford Road Industrial IV.3.3 Evapotranspiration, Rainwater Harvesting BMPs Name Included? All HSCs;See Section IV.3.1 ❑ 11 Surface-based infiltration BMPs ❑ Biotreatment BMPs ❑ Above-ground cisterns and basins ❑ Underground detention ❑ Other: ❑ Other: ❑ Other: ❑ Evapotranspiration and rainwater harvesting BMPs are not feasible due to the limited amount of landscaping proposed/used at an industrial site. B8 Myford Industrial Owner LLC Section IV 3776-PWQMP Page 20 Preliminary Water Quality Management Plan (P-WQMP) Myford Road Industrial IV.3.4 Biotreatment BMPs Name Included? Bioretention with underdrains ❑ Stormwater planter boxes with underdrains ❑ Rain gardens with underdrains ❑ Constructed wetlands ❑ Vegetated swales ❑ Vegetated filter strips ❑ Proprietary vegetated biotreatment systems Wet extended detention basin ❑ Dry extended detention basins ❑ Other: ❑ Other: ❑ Modular Wetlands MWS Area Tc i SQDF Treatment Total # (ac) (mins) (in/hr) imp (cfs) Per Unit QTY Model Treatment (cfs) (cfs) A 5.85 5.0 0.263 0.90 0.825 1.267 0.645 2 MWS-L-8-20-V @3.8' 1.290 B 1 4.05 5.0 10.263 10.9510.86310.9171 0.462 1 2 1 MWS-L-8-16-V @3.4' 0.924 B8 Myford Industrial Owner LLC Section IV 3776-PWQMP Page 21 Preliminary Water Quality Management Plan (P-WQMP) Myford Road Industrial MIS Hydromodification Control BMPs Hydromodification Control BMPs BMP Name BMP Description As describe in Section II.3, Hydrologic Conditions of Concern do not exist and therefore hydromodification control requirements do not apply. B8 Myford Industrial Owner LLC Section IV 3776-PWQMP Page 22 Preliminary Water Quality Management Plan (P-WQMP) Myford Road Industrial IV.3.6 Regional/Sub-Regional LID BMPs Regional/Sub-Regional LID BMPs Not applicable. B8 Myford Industrial Owner LLC Section IV 3776-PWQMP Page 23 Preliminary Water Quality Management Plan (P-WQMP) Myford Road Industrial IV.3.7 Treatment Control BMPs Treatment Control BMPs BMP Name BMP Description Connector Pipe Screen(CPS) Stormwater enters the inlets where CPS devices will be installed to capture trash and debris. B8 Myford Industrial Owner LLC Section IV 3776-PWQMP Page 24 Preliminary Water Quality Management Plan (P-WQMP) Myford Road Industrial IV.3.8 Non-structural Source Control BMPs Fill out non-structural source control check box forms or provide a brief narrative explaining if non- structural source controls were not used. Non-Structural Source Control BMPs Check One Identifier Name If not applicable,state brief Included Not reason Applicable N1 Education for Property Owners, ® ❑ Tenants and Occupants .................... ...................................................... .......®...... .........E........ ............................................. N2 Activity Restrictions .................... ...................................................... ................. .................... ............................................. N3 Common Area Landscape ® ❑ Management .................... ...................................................... ................. .................... ............................................. N4 BMP Maintenance ® ❑ .................... ...................................................... ................. .................... ............................................. N5 Title 22 CCR Compliance(How ® ❑ development will comply) .................... ...................................................... ................. .................... ............................................. N6Statewide IGP(only applicable Local Industrial Permit Compliance ❑ ® if not exempt through NEC). ................... ...................................................... ................. .................... ............................................. N7 Spill Contingency Plan ® ❑ ................... ...................................................... ................. .................... ............................................. N8 Underground Storage Tank ❑ ® No underground storage tank Compliance onsite. ................... ...................................................... ................. .................... ............................................. N9 Hazardous Materials Disclosure ❑ ® No hazardous material onsite. Compliance .................... ...................................................... ................. .................... ............................................. N10 Uniform Fire Code Implementation ® ❑ .................... ...................................................... ................. .................... ............................................. N11 Common Area Litter Control ® ❑ .................... ...................................................... ................. .................... ............................................. N12 Employee Training ® ❑ .................... ...................................................... ................. .................... ............................................. N13 Housekeeping of Loading Docks ® ❑ .................... ...................................................... ....... ...... ......... ........ ............................................. N14 Common Area Catch Basin Inspection ® El .................... ...................................................... ................. .................... ............................................. N15 Street Sweeping Private Streets and ® ❑ Parking Lots .................... ...................................................... ................. .................... ............................................. N16 Retail Gasoline Outlets ❑ B8 Myford Industrial Owner LLC Section IV 3776-PWQMP Page 25 Preliminary Water Quality Management Plan (P-WQMP) Myford Road Industrial IV.3.9 Structural Source Control BMPs Fill out structural source control check box forms or provide a brief narrative explaining if Structural source controls were not used. Structural Source Control BMPs Check One Identifier Name If not applicable,state brief Included Not reason Applicable S1 Provide storm drain system stenciling ® ❑ and signage Design and construct outdoor material S2 storage areas to reduce pollution ❑ ® No outdoor storage areas onsite. introduction Design and construct trash and waste S3 storage areas to reduce pollution ® ❑ introduction Use efficient irrigation systems& S4 landscape design,water conservation, ® ❑ smart controllers,and source control S5 Protect slopes and channels and ❑ ® Slopes and channels do not exist provide energy dissipation onsite. Incorporate requirements applicable to The site is not within the individual priority project categories ❑ (from SDRWQCB NPDES Permit) SDRWQCB NPDES Permit area. S6 Dock areas ® ❑ S7 Maintenance bays ❑ ® No maintenance bay proposed. S8 Vehicle wash areas ❑ ® No vehicle wash areas proposed. No outdoor processing areas S9 Outdoor processing areas ❑ ® proposed. S10 Equipment wash areas ❑ ® No equipment washing onsite. S11 Fueling areas ❑ ® No fueling areas proposed. S12 Hillside landscaping ❑ ® No hillsides. S13 Wash water control for food ❑ ® No food preparation onsite. preparation areas S14 Community car wash racks ❑ ® No community car wash. B8 Myford Industrial Owner LLC Section IV 3776-PWQMP Page 26 Preliminary Water Quality Management Plan (P-WQMP) Myford Road Industrial IV.4 ALTERNATIVE COMPLIANCE PLAN (IF APPLICABLE) IV.4.1 Water Quality Credits Determine if water quality credits are applicable for the project. Refer to Section 3.1 of the Model WQMP for description of credits and Appendix VI of the TGD for calculation methods for applying water quality credits. Description of Proposed Project Project Types that Qualify for Water Quality Credits (Select all that apply): ❑Redevelopment T ❑Brownfield redevelopment,meaning I ElHigher density development projects which projects that reduce the redevelopment,expansion,or reuse of real include two distinct categories(credits can only overall impervious property which may be complicated by the be taken for one category): those with more than footprint of the project ; presence or potential presence of hazardous I seven units per acre of development(lower credit site. ; substances,pollutants or contaminants,and allowance);vertical density developments,for which have the potential to contribute to ? example,those with a Floor to Area Ratio(FAR) adverse ground or surface WQ if not I of 2 or those having more than 18 units per acre redeveloped. I (greater credit allowance). -❑--------------------------------------------------------------------- 0----------------------------------------p - ------------,--0---------------------------------------- Mixed use development,such as a Transit-oriented developments,such as a mixed Redevelopment combination of residential,commercial, use residential or commercial area designed to projects in an established industrial,office,institutional,or other land maximize access to public transportation;similar to historic district,historic uses which incorporate design principles above criterion,but where the development center is preservation area,or that can demonstrate environmental benefits within one half mile of a mass transit center(e.g.bus, ; similar significant city that would not be realized through single rail,light rail or commuter train station).Such area including core City use projects(e.g.reduced vehicle trip traffic projects would not be able to take credit for both i Center areas(to be with the potential to reduce sources of water ; categories,but may have greater credit assigned '; defined through or air pollution). mapping). -------------------------------------------------;---------------------------- ------------------------------ ----------------------------------------------- I El Live-work developments,a In-fill projects,the ❑Developments with Developments ! variety of developments designed i conversion of empty lots El dedication of undeveloped velopments in historic to support residential and and other underused portions to parks, districts or vocational needs together- spaces into more in a city center preservation areas and historic ! similar to criteria to mixed use I beneficially used spaces, I area. other pervious uses. preservation development;would not be able such as residential or areas. to take credit for both categories. commercial areas. ----------------------- r -=---------------------------------------------------------------------------------------------------- = ----------------------------------------- Calculation of Water Quality Credits Not applicable. (if applicable) 138 Myford Industrial Owner LLC Section IV 3776-PWQMP Page 27 Preliminary Water Quality Management Plan (P-WQMP) Myford Road Industrial IV.4.2 Alternative Compliance Plan Information Describe an alternative compliance plan (if applicable). Include alternative compliance obligations (i.e., gallons,pounds) and describe proposed alternative compliance measures. Refer to Section 7.11 3.0 in the WQMP. Not applicable. B8 Myford Industrial Owner LLC Section IV 3776-PWQMP Page 28 Preliminary Water Quality Management Plan (P-WQMP) Myford Road Industrial Section V Inspection/Maintenance Responsibility for BMPs Fill out information in table below. Prepare and attach an Operation and Maintenance Plan. Identify the mechanism through which BMPs will be maintained. Inspection and maintenance records must be kept for a minimum of five years for inspection by the regulatory agencies. Refer to Section 7.114.0 in the Model WQMP. B8 Myford Industrial Owner LLC Section V 3776-PWQMP Page 29 Preliminary Water Quality Management Plan (P-WQMP) Myford Road Industrial BMP Inspection/Maintenance Reponsible Inspection/ Minimum BMP Party(s) Maintenance Frequency of Activities Required Activities Maintenance Schedule: Per Description of BMP: The manufactures Owner Modular Wetlands will be specifications and Name: Britton utilized as bioretention units shall be Winterer treatment of storm water inspected twice a TC-32: Title: Vice President runoff from the project site. year and maintained Bioretention Company: B8 Runoff passes through the at least once a year Modular Myford Industrial system horizontally, with (replacement of Wetlands Owner LLC planted material at the media filter), prior to Tel: (949) 296-2943 surface. October 1. The units shall be inspected Start up date: When storm and maintained by a drain system is complete. qualified technician with proper disposal of all waste. Owner Verify automatic and manual operation of pump. Inspect Maintenance Name: Britton Schedule: Semi- Winterer floats for proper elevation annually (October 11t Sump and movement. Correct any and February 11t) Title: Vice President obstructions. Check incoming Pumps through maintenance Company: B8 power and amperage for Myford Industrial proper voltage. Hose down service contract with the vendor or equally Owner LLC lift station to clean pump and Tel: (949) 296-2943 floats. qualified contractor. 138 Myford Industrial Owner LLC Section V 3776-PWQMP Page 30 Preliminary Water Quality Management Plan (P-WQMP) Myford Road Industrial BMP Inspection/Maintenance Reponsible Inspection/ Minimum BMP Party(s) Maintenance Frequency of Activities Required Activities Description of BMP: CPS devices will need to be inspected. Inspect the inflow of the catch basin/manhole where the CPS is located. Check for any obstructions to inflow of the CB/MH and Maintenance remove if any. Remove the Schedule: Routine Owner manhole cover to estimate inspection and Name: Britton the amount and types of maintenance intervals Winterer debris found in the CB/MH. for all CPS devices Look for any visual signs of are twice per year for Connector Title: Vice President damage that may Pipe Screen Company: B8 compromise the CB/MH to inspections and once per year for (CPS) Myford Industrial function properly. Inspect for maintenance service. Owner LLC any standing water as well as CPS devices shall be Tel: (949) 296-2943 for large amounts of sediment maintained late and debris surrounding the summer/early fall CPS device. If standing water prior to the start of and high sediment volume is the rainy season. found, remove water, sediment and debris by vacuum truck or by other debris removal methods. Start-up date: When storm drain system is complete. 138 Myford Industrial Owner LLC Section V 3776-PWQMP Page 31 Preliminary Water Quality Management Plan (P-WQMP) Myford Road Industrial BMP Inspection/Maintenance Reponsible Inspection/ Minimum BMP Party(s) Maintenance Frequency of Activities Required Activities Owner Name: Britton Winterer S1. Storm Title: Vice President If signage is missing or Stenciling and Drain System Company: B8 broken or stenciling is signage at catch Stencilling Myford Industrial illegible, repairs are to be basins to be and Signage Owner LLC made immediately. inspected quarterly. Tel: (949) 296-2943 S4. Efficient Owner Inspection and maintenance irrigation Name: Britton of landscape and irrigation Landscapeing, systems and Winterer at the site as well as water irrigation system landscape Title: Vice President conservation and source and controllers design, Company: B8 control practices. If leakage, inspected at every water Myfordbroken irriation or controllers routine maintenance conservation Owner LLC Industrial are broken shut off water on company's smart Owner and repair immediately. landscape controllers, Tel: (949) 296- Practice regular source maintenance and source 2943 control and water schedule. control conservation. Owner Name: Britton Winterer Loading/unloading docks will S7. Dock Weekly inspections be kept in a clean and Title: Vice President p Areas and continuous N13. Company: B8 orderly condition through a monitoring during Housekeepin Myford Industrial regular program of sweeping loading and g of Loading Owner LLC and litter control and unloading of Docks Tel: (949) 296- immediate cleanup of spills materials. 2943 and broken containers. 138 Myford Industrial Owner LLC Section V 3776-PWQMP Page 32 Preliminary Water Quality Management Plan (P-WQMP) Myford Road Industrial BMP Inspection/Maintenance Reponsible Inspection/ Minimum BMP Party(s) Maintenance Frequency of Activities Required Activities Owner Check with City and County at least once N1. Name: Britton Provide the tenants with a year to obtain new Education for Winterer information concerning good or updated Property Title: Vice President housekeeping practices that educational Owners, Company: B8 contribute to protection of materials and Tenants, And Myford Industrial storm water quality. provide these Occupants Owner LLC Employees shall be trained materials to tenants. N12. Tel: (949) 296- to clean up spills and The project site will Employee 2943 participate in ongoing have annual Training maintenance. employee training and new hires within 1 month. Prohibit discharges of Owner fertilizer, pesticides, or Name: Britton animal wastes to streets or N2. Activity Winterer storm drains. Prohibit Restrictions. blowing or sweeping of Title: Vice President Conditions, Company: B8 debris (leaf litter, grass clippings, litter, etc.) into Covenants Myford Industrial streets or storm drains. Daily and Restrictions Owner LLC Requirement to keep trash Tel: (949) 296- receptacles covered or (CC&R's) 2943 sheltered by a roof overhang or canopy. Prohibit vehicle washing, maintenance, or repair on the premises. 138 Myford Industrial Owner LLC Section V 3776-PWQMP Page 33 Preliminary Water Quality Management Plan (P-WQMP) Myford Road Industrial BMP Inspection/Maintenance Reponsible Inspection/ Minimum BMP Party(s) Maintenance Frequency of Activities Required Activities Maintenance of the landscaping shall be done weekly. Irrigation must be consistent with City's Water Conservation Ordinance (included in Section VII). Irrigation system shall on inspected Owner Fertilizer and pesticide usage will be consistent with monthly by Name: Britton landscape contractor Winterer County Management to check for over- N3. Guidelines for Use of watering, leaks or Title: Vice President Fertilizers and Pesticides. ' Common Company: B8 excessive runoff to Area Myford Industrial paved areas and Landscaping y Self-treating areas fronting landscaping shall be Owner LLC Myford Road will require Management Tel: 949 296- maintained weekly ( ) irrigated turf grass. This and maintenance 2943 vegetation shall be inspected contractor shall for signs of erosion, bare properly dispose of spots and overall health. all landscape Regularly mow the grass to maintain grass height wastes. between 2-4 inches. Any sediment build-up will require removal and bare spots should be reseeded. Owner Spill contingency plans apply Name: Britton to those facilities having bulk Winterer liquid storage in tanks or drums. A spillage control Daily inspections N7. Spill Title: Vice President plan will be established and maintenance Contingency Company: B8 following the guidelines and and immediate dry Plan Myford Industrial to handle smaller potential clean up of any Owner LLC spills. Each user may need spills. Tel: (949) 296- to update or revise spillage 2943 control plan to reflect onsite use of liquids. 138 Myford Industrial Owner LLC Section V 3776-PWQMP Page 34 Preliminary Water Quality Management Plan (P-WQMP) Myford Road Industrial BMP Inspection/Maintenance Reponsible Inspection/ Minimum BMP Party(s) Maintenance Frequency of Activities Required Activities Owner Name: Britton Winterer Future employees, N11. gardeners, and the property Weekly inspections Title: Vice President manager will help keep the and maintenance Common Company: B8 site free of trash and other and immediate dry Area Litter Myford Industrial debris. The trash enclosure clean up of any Control Owner LLC is located on the west side trash or debris. Tel: (949) 296- of the service building. 2943 Catch basins and storm drain system will be cleaned at Owner least twice a year Name: Britton and prior to October N14. contractor will be Winterer The owner/maintenance 1. Catch basin filters will be inspected Common Title: Vice President responsible for cleaning the four times a year Area Catch Company: B8 catch basins on-site on a and prior, during Basin Myford Industrial regular basis prior to the and following a rain Inspection Owner LLC storm season, no later than Tel: (949) 296- October 1st of each year. event, and serviced 2943 by a qualified technician. Service contractor will properly dispose of all wastes. 138 Myford Industrial Owner LLC Section V 3776-PWQMP Page 35 Preliminary Water Quality Management Plan (P-WQMP) Myford Road Industrial BMP Inspection/Maintenance Reponsible Inspection/ Minimum BMP Party(s) Maintenance Frequency of Activities Required Activities The owner/maintenance Parking lots and contractor will have the drive isles will be Owner private drive swept. Hosing swept or vacuumed Name: Britton or watering of the site will at least quarterly, Winterer not be permitted as a October 1, January N15. Title: Vice President method of cleaning 1, April 1 and July 1 Parking Lot Company: B8 and as necessary. If Sweeping Myford Industrial there is any trash or Owner LLC debris in between Tel: (949) 296- the routine 2943 sweeping it will be swept or vacuumed immediately. 138 Myford Industrial Owner LLC Section V 3776-PWQMP Page 36 Preliminary Water Quality Management Plan (P-WQMP) Myford Road Industrial Section VI Site Plan and Drainage Plan VI.1 SITE PLAN AND DRAINAGE PLAN Include a site plan and drainage plan sheet set containing the following minimum information: • Project location • Site boundary • Land uses and land covers, as applicable • Suitability/feasibility constraints • Structural BMP locations • Drainage delineations and flow information • Drainage connections • BMP details VI.2 ELECTRONIC DATA SUBMITTAL The minimum requirement is to provide submittal of PDF exhibits in addition to hard copies. Format must not require specialized software to open. If the local jurisdiction requires specialized electronic document formats (CAD, GIS) to be submitted, this section will be used to describe the contents (e.g., layering,nomenclature, georeferencing, etc.) of these documents so that they may be interpreted efficiently and accurately. 138 Myford Industrial Owner LLC Section VI 3776-PWQMP Page 37 S133HS Z i0 l/9LLf d ? 1eZ N 9 � o. QQQ s IL CXR �gssasss'��?s E"a a�g ggeggmq 'm® $ q01 C� n z n c a8aaaa3 yp„ �F; I ll I 1 p Jig I � 1 I I I ® \ I I'k I I � � I I \ I I o I � w � A t: � � C I I II II I ISI I II III ISlkI ''I'' SLM Z M Z aLf 1Z d Q s N � W ' a 4;; C w 7 m< .16 m g R E a lullJ s p �eeseeas3 1 �_�, ., says€ mplop pill" ill" 0 area vg 4 0 x _ � r 4 � LL Hill n lid! 19 1hp w on hit 2 - i - R.. CS ami 101 Hj g€ Preliminary Water Quality Management Plan (P-WQMP) Myford Road Industrial Section VII Educational Materials Refer to the Orange County Stormwater Program(ocwatersheds.com)for a library of materials available.For the copy submitted to the Permittee, only attach the educational materials specifically applicable to the project.Other materials specific to the project may be included as well and must be attached. Education Materials Residential Material Check If Business Material Check If (http://www.ocwatersheds.com) Applicable (http://www.ocwatersheds.com) Applicable The Ocean Begins at Your Front Door ® Tips for the Automotive Industry ❑ Tips for Car Wash Fund-raisers ❑ Tips for Using Concrete and Mortar Tips for the Home Mechanic ❑ Tips for the Food Service Industry ❑ Homeowners Guide for Sustainable ❑ Proper Maintenance Practices for Your Water Use Business Household Tips ❑ Check If Proper Disposal of Household Other Material Hazardous Waste El Other Recycle at Your Local Used Oil CASQA New and Redevelopment BMP Collection Center(North County) El Fact Sheets(see Attachment A). Recycle at Your Local Used Oil ❑ ❑ Collection Center(Central County) Recycle at Your Local Used Oil ❑ ❑ Collection Center(South County) Tips for Maintaining a Septic Tank ❑ ❑ System Responsible Pest Control ® ❑ Sewer Spill ® ❑ Tips for the Home Improvement Projects ❑ ❑ Tips for Horse Care ❑ ❑ Tips for Landscaping and Gardening ® ❑ Tips for Pet Care ❑ ❑ Tips for Pool Maintenance ❑ ❑ Tips for Residential Pool,Landscape and ❑ ❑ Hardscape Drains Tips for Projects Using Paint ❑ ❑ B8 Myford Industrial Owner LLC Section VII 3776-PWQMP Page 38 ATTACHMENT A The Ocean Begins at Your Front Door 1 a 4 t_. „, . 4' Ahk r n x� C) o u R w �t q u -3 4 bAcn O lut o t � u u c� ° �1 y CO cn u cn bO y U ° bb 1� a� s Qv - _5r3 3 �p y O L ° n O F n .� d u bjD C ° 0 R3 O u ° d ° U Tf n O M 00 O O p o In y O blD O O Z3 M M M p M o . o u o n � bO O Z u - o cv 00 cn bO CIn zu , In In u C) cCc} O m D C O :; O C�C + ° u U .Q •cd In ° ^�' Fr U U Fes. u to oo U o �° a v o 000 U '" In 3 u u :3 O u cn s M ° u `amu ° n s d u R U In M M U U S bjO 4 O v d v n am,cd V •� u u Q .� u O u n U ° o Q 3 0 3 n x o o �� oo OO u n U U d s .� 3 s s U c0 n .� p v ° O n .N ., n U u O Z .� � v d m 'n bbA O O O m Z CUA M RN p O Q G s ° .� Q 3 U bb O O d In U cd ° ° U U n r � """- _� • �� r,� „"may,� _. � �fV 10 O 4. 1 07, f V& y`1 . A Y Y Ni 4a pt I r ' , ' LL III :4Will rd Irk 1. •, i P 1 A 7 L�11 1 r� yw 1 r qo cn o o o ° o o R R � ° bJ .� to U MbA O O ct M . F 3 pbA ct Z bA .� .p � O 7z O bC Z U u �. C y d o y O m ct bjDcr Q In m m bA m ct y y m ¢ � w 3 U u �i .... ry ^ i. -•1 it bjD 'n M LIR ¢� p bjD In p O � bjD m 41 'n bjD � � � " � O L12 u d S1 p m y F„ � bA, TS O bfJ 'C m m a 3 a� cn $.s o o a v y For More Information Orange County Stormwater Program California Environmental Protection Agency Aliso Viejo. . . . . . . . . . . . . . . . . . . . . . (949) 425-2535 www.calepa.ca.gov Anaheim Public Works Operations . . . . . . . . (714) 765-6860 • Air Resources Board Brea Engineering. . . . . . . . . . . . . . . . . . (714) 990-7666 www.arb.ca.gov Buena Park Public Works . . . . . . . . . . . . . (714) 562-3655 • Department of Pesticide Regulation Costa Mesa Public Services. . . . . . . . . . . . . (714) 754-5323 www.cdpr.ca.gov Cypress Public Works. . . . . . . . . . . . . . . . (714) 229-6740 • Department of Toxic Substances Control Dana Point Public Works. . . . . . . . . . . . . . (949) 248-3584 www.dtsc.ca.gov Fountain Valley Public Works . . . . . . . . . . . (714) 593-4441 • Integrated Waste Management Board Fullerton Engineering Dept.. . . . . . . . . . . . (714) 738-6853 www.ciwmb.ca.gov Garden Grove Public Works . . . . . . . . . . . . (714) 741-5956 • Office of Environmental Health Hazard Huntington Beach Public Works . . . . . . . . . (714) 536-5431 Assessment Irvine Public Works. . . . . . . . . . . . . . . . . (949) 724-6315 www.oehha.ca.gov La Habra Public Services. . . . . . . . . . . . . . (562) 905-9792 • State Water Resources Control Board La Palma Public Works. . . . . . . . . . . . . . . (714) 690-3310 www.waterboards.ca.gov Laguna Beach Water Quality. . . . . . . . . . . . (949) 497-0378 Earth 911 -Community-Specific Environmental Laguna Hills Public Services. . . . . . . . . . . . (949) 707-2650 Information 1-800-cleanup or visit www.1800cleanup. Laguna Niguel Public Works . . . . . . . . . . . (949) 362-4337 org Laguna Woods Public Works. . . . . . . . . . . . (949) 639-0500 Lake Forest Public Works . . . . . . . . . . . . . (949) 461-3480 Health Care Agency's Ocean and Bay Water Closure Los Alamitos Community Dev.. . . . . . . . . . . (562) 431-3538 and Posting Hotline Mission Viejo Public Works . . . . . . . . . . . . (949) 470-3056 (714) 433-6400 or visit www.ocbeachinfo.com Newport Beach,Code&Water Quality Enforcement. . . . . . . . . . . . . . . . (949) 644-3215 Integrated Waste Management Dept. of Orange Orange Public Works. . . . . . . . . . . . . . . . (714) 532-6480 County (714) 834-6752 or visit www.oclandfills.com for Placentia Public Works. . . . . . . . . . . . . . . (714) 993-8245 information on household hazardous waste collection Rancho Santa Margarita . . . . . . . . . . . . . .(949) 635-1800 centers,recycling centers and solid waste collection San Clemente Environmental Programs . . . . .(949) 361-6143 San Juan Capistrano Engineering. . . . . . . ..(949) 234-4413 O.C.Agriculture Commissioner Santa Ana Public Works . . . . . . . . . . . . . . (714) 647-3380 (714) 447-7100 or visit www.ocagcomm.com Seal Beach Engineering . . . . . . . . . . . . . (562) 431-2527 x317 Stanton Public Works. . . . . . . . . . . . . . . (714) 379-9222 x204 Stormwater Best Management Practice Handbook Tustin Public Works/Engineering. . . . . . . . .(714) 573-3150 Visit www.cabmphandbooks.com Villa Park Engineering. . . . . . . . . . . . . . .(714) 998-1500 Westminster Public Works/Engineering . . . . (714) 898-3311 x446 UC Master Gardener Hotline Yorba Linda Engineering . . . . . . . . . . . . .(714) 961-7138 (714) 708-1646 or visit www.uccemg.com Orange County Stormwater Program . . . . . . .(877) 897-7455 Orange County 24-Hour The Orange County Stormwater Program has created Water Pollution Problem Reporting Hotline and moderates an electronic mailing list to facilitate 1-877-89-SPILL (1-877-897-7455) communications,take questions and exchange ideas among On-line Water Pollution Problem Reporting Form its users about issues and topics related to stormwater and urban runoff and the implementation of program elements. W W W . 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O O O O •� U c�i O O U U cd u ,x 4J cd cd cd • O •ct 4ct N v ct o '� C., O L� 7� Q Q O L� ct cd `_ O ct 110 TO SAMPLE STENCIL TO BE U NEAR GRATE AND CURB OPENING INLET SYMBOL TO BE 24" IN DIAMETER irbienes Enginaeling OW a � SAMPLE CATCH BASIN STENCIL MM PER BMP SCJ--13 Non-Stormwater Discharges SC- 10 r p Objectives Protect rotect t e BI111 ■ Cover ■ Contain il. aste ■ Educate 11 Daint V ■ Reduce/Minimize A ■ Product Substitution Use the Household Waste = —— — Treatnumt Facilihj ArtCredit: Margie Winter Description Targeted Constituents Non-stormwater discharges are those flows that do not consist Sediment entirely of stormwater. Some non-stormwater discharges do not Nutrients ✓ include pollutants and may be discharged to the storm drain. Trash These include uncontaminated groundwater and natural springs. Metals ✓ There are also some non-stormwater discharges that typically do Bacteria ✓ not contain pollutants and may be discharged to the storm drain Oil and Grease ✓ with conditions. These include car washing, air conditioner condensate,etc. However there are certain non-stormwater Organics ✓ discharges that pose environmental concern. These discharges may originate from illegal dumping or from internal floor drains, appliances,industrial processes, sinks, and toilets that are connected to the nearby storm drainage system. These discharges(which may include: process waste waters, cooling waters,wash waters, and sanitary wastewater) can carry substances such as paint, oil, fuel and other automotive fluids, chemicals and other pollutants into storm drains. They can generally be detected through a combination of detection and elimination. The ultimate goal is to effectively eliminate non- stormwater discharges to the stormwater drainage system through implementation of measures to detect, correct, and enforce against illicit connections and illegal discharges of pollutants on streets and into the storm drain system and creeks. Approach Initially the industry must make an assessment of non- stormwater discharges to determine which types must be ItCalifornia S Q A eliminated or addressed through BMPs. The focus of the following approach is in the elimination of non-stormwater ormwater discharges. Quality Association January 2003 California Stormwater BMP Handbook 1 of 6 Industrial and Commercial www.cabmphandbooks.com SC- 10 Non-Stormwater Discharges Pollution Prevention ■ Ensure that used oil, used antifreeze, and hazardous chemical recycling programs are being implemented. Encourage litter control. Suggested Protocols Recommended Complaint Investigation Equipment ■ Field Screening Analysis - pH paper or meter - Commercial stormwater pollutant screening kit that can detect for reactive phosphorus, nitrate nitrogen, ammonium nitrogen, specific conductance, and turbidity - Sample jars - Sample collection pole - A tool to remove access hole covers ■ Laboratory Analysis - Sample cooler - Ice - Sample jars and labels - Chain of custody forms ■ Documentation - Camera - Notebook - Pens - Notice of Violation forms - Educational materials General ■ Develop clear protocols and lines of communication for effectively prohibiting non- stormwater discharges, especially those that are not classified as hazardous. These are often not responded to as effectively as they need to be. ■ Stencil or demarcate storm drains,where applicable, to prevent illegal disposal of pollutants. Storm drain inlets should have messages such as "Dump No Waste Drains to Stream" stenciled or demarcated next to them to warn against ignorant or intentional dumping of pollutants into the storm drainage system. 2 of 6 California Stormwater BMP Handbook January 2003 Industrial and Commercial www.cabmphandbooks.com Non-Stormwater Discharges SC- 10 ■ See SC44 Stormwater Drainage System Maintenance for additional information. Illicit Connections ■ Locate discharges from the industrial storm drainage system to the municipal storm drain system through review of"as-built" piping schematics. ■ Isolate problem areas and plug illicit discharge points. ■ Locate and evaluate all discharges to the industrial storm drain system. Visual Inspection and Inventory ■ Inventory and inspect each discharge point during dry weather. ■ Keep in mind that drainage from a storm event can continue for a day or two following the end of a storm and groundwater may infiltrate the underground stormwater collection system. Also, non-stormwater discharges are often intermittent and may require periodic inspections. Review Infield Piping ■ A review of the "as-built" piping schematic is a way to determine if there are any connections to the stormwater collection system. ■ Inspect the path of floor drains in older buildings. Smoke Testing ■ Smoke testing of wastewater and stormwater collection systems is used to detect connections between the two systems. ■ During dry weather the stormwater collection system is filled with smoke and then traced to sources. The appearance of smoke at the base of a toilet indicates that there may be a connection between the sanitary and the stormwater system. Dye Testing ■ A dye test can be performed by simply releasing a dye into either your sanitary or process wastewater system and examining the discharge points from the stormwater collection system for discoloration. TVInspection of Drainage System ■ TV Cameras can be employed to visually identify illicit connections to the industrial storm drainage system. Illegal Dumping ■ Regularly inspect and clean up hot spots and other storm drainage areas where illegal dumping and disposal occurs. ■ On paved surfaces, clean up spills with as little water as possible. Use a rag for small spills, a damp mop for general cleanup, and absorbent material for larger spills. If the spilled material is hazardous, then the used cleanup materials are also hazardous and must be sent to a certified laundry (rags) or disposed of as hazardous waste. January 2003 California Stormwater BMP Handbook 3 of 6 Industrial and Commercial www.cabmphandbooks.com SC- 10 Non-Stormwater Discharges ■ Never hose down or bury dry material spills. Sweep up the material and dispose of properly. ■ Use adsorbent materials on small spills rather than hosing down the spill. Remove the adsorbent materials promptly and dispose of properly. ■ For larger spills, a private spill cleanup company or Hazmat team may be necessary. Once a site has been cleaned: ■ Post"No Dumping" signs with a phone number for reporting dumping and disposal. ■ Landscaping and beautification efforts of hot spots may also discourage future dumping, as well as provide open space and increase property values. ■ Lighting or barriers may also be needed to discourage future dumping. ■ See fact sheet SC11 Spill Prevention, Control, and Cleanup. Inspection ■ Regularly inspect and clean up hot spots and other storm drainage areas where illegal dumping and disposal occurs. ■ Conduct field investigations of the industrial storm drain system for potential sources of non-stormwater discharges. ■ Pro-actively conduct investigations of high priority areas. Based on historical data, prioritize specific geographic areas and/or incident type for pro-active investigations. Reporting ■ A database is useful for defining and tracking the magnitude and location of the problem. ■ Report prohibited non-stormwater discharges observed during the course of normal daily activities so they can be investigated, contained, and cleaned up or eliminated. ■ Document that non-stormwater discharges have been eliminated by recording tests performed, methods used, dates of testing, and any on-site drainage points observed. ■ Document and report annually the results of the program. ■ Maintain documentation of illicit connection and illegal dumping incidents, including significant conditionally exempt discharges that are not properly managed. Training ■ Training of technical staff in identifying and documenting illegal dumping incidents is required. ■ Consider posting the quick reference table near storm drains to reinforce training. ■ Train employees to identify non-stormwater discharges and report discharges to the appropriate departments. 4 of 6 California Stormwater BMP Handbook January 2003 Industrial and Commercial www.cabmphandbooks.com Non-Stormwater Discharges SC- 10 ■ Educate employees about spill prevention and cleanup. ■ Well-trained employees can reduce human errors that lead to accidental releases or spills. The employee should have the tools and knowledge to immediately begin cleaning up a spill should one occur. Employees should be familiar with the Spill Prevention Control and Countermeasure Plan. ■ Determine and implement appropriate outreach efforts to reduce non-permissible non- stormwater discharges. ■ Conduct spill response drills annually (if no events occurred to evaluate your plan) in cooperation with other industries. ■ When a responsible party is identified, educate the party on the impacts of his or her actions. Spill Response and Prevention ■ See SC11 Spill Prevention Control and Cleanup. Other Considerations ■ Many facilities do not have accurate, up-to-date schematic drawings. Requirements Costs(including capital and operation&maintenance) ■ The primary cost is for staff time and depends on how aggressively a program is implemented. ■ Cost for containment and disposal is borne by the discharger. ■ Illicit connections can be difficult to locate especially if there is groundwater infiltration. ■ Indoor floor drains may require re-plumbing if cross-connections to storm drains are detected. Maintenance(including administrative and staffing) ■ Illegal dumping and illicit connection violations requires technical staff to detect and investigate them. Supplemental I nformation Further Detail of the BMP Illegal Dumping ■ Substances illegally dumped on streets and into the storm drain systems and creeks include paints, used oil and other automotive fluids, construction debris, chemicals, fresh concrete, leaves, grass clippings, and pet wastes. All of these wastes cause stormwater and receiving water quality problems as well as clog the storm drain system itself. ■ Establish a system for tracking incidents. The system should be designed to identify the following: - Illegal dumping hot spots January 2003 California Stormwater BMP Handbook 5 of 6 Industrial and Commercial www.cabmphandbooks.com SC- 10 Non-Stormwater Discharges - Types and quantities (in some cases) of wastes - Patterns in time of occurrence (time of day/night, month, or year) - Mode of dumping (abandoned containers, "midnight dumping" from moving vehicles, direct dumping of materials, accidents/spills) - Responsible parties One of the keys to success of reducing or eliminating illegal dumping is increasing the number of people at the facility who are aware of the problem and who have the tools to at least identify the incident, if not correct it. Therefore, train field staff to recognize and report the incidents. What constitutes a"non-stormwater" discharge? ■ Non-stormwater discharges to the stormwater collection system may include any water used directly in the manufacturing process (process wastewater), air conditioning condensate and coolant, non-contact cooling water, cooling equipment condensate, outdoor secondary containment water,vehicle and equipment wash water, sink and drinking fountain wastewater, sanitary wastes, or other wastewaters. Permit Requirements ■ Facilities subject to stormwater permit requirements must include a certification that the stormwater collection system has been tested or evaluated for the presence of non- stormwater discharges. The State's General Industrial Stormwater Permit requires that non- stormwater discharges be eliminated prior to implementation of the facility's SWPPP. Performance Evaluation ■ Review annually internal investigation results; assess whether goals were met and what changes or improvements are necessary. ■ Obtain feedback from personnel assigned to respond to, or inspect for, illicit connections and illegal dumping incidents. References and Resources California's Nonpoint Source Program Plan http://www.swrcb.ca.gov/nps/index.html Clark County Storm Water Pollution Control Manual http://www.co.clark.wa.us/pubworks/bmpman.pdf King County Storm Water Pollution Control Manual http://dnr.metrokc.gov/wlr/dss/spcm.htm Santa Clara Valley Urban Runoff Pollution Prevention Program http://www.scvurppp.org The Storm Water Managers Resource Center http://www.stormwatercenter.net/ 6 of 6 California Stormwater BMP Handbook January 2003 Industrial and Commercial www.cabmphandbooks.com Spill Prevention, Control & Cleanup SC- 1 1 Objectives ■ Cover ■ Contain ■ Educate l '" r ■ Reduce/Minimize ■ Product Substitution Photo Credit: Geoff Brosseau Description Targeted Constituents Many activities that occur at an industrial or commercial site Sediment have the potential to cause accidental or illegal spills. Nutrients Preparation for accidental or illegal spills, with proper training Trash and reporting systems implemented, can minimize the discharge Metals ✓ of pollutants to the environment. Bacteria Spills and leaks are one of the largest contributors of stormwater Oil and Grease ✓ pollutants. Spill prevention and control plans are applicable to Organics ✓ any site at which hazardous materials are stored or used. An effective plan should have spill prevention and response procedures that identify potential spill areas, specify material handling procedures, describe spill response procedures, and provide spill clean-up equipment. The plan should take steps to identify and characterize potential spills, eliminate and reduce spill potential, respond to spills when they occur in an effort to prevent pollutants from entering the stormwater drainage system, and train personnel to prevent and control future spills. Approach Pollution Prevention ■ Develop procedures to prevent/mitigate spills to storm drain systems. Develop and standardize reporting procedures, containment, storage, and disposal activities, documentation, and follow-up procedures. ■ Develop a Spill Prevention Control and Countermeasure (SPCC) Plan. The plan should include: ASCA �„„ California Stormwater Quality Association January 2003 California Stormwater BMP Handbook 1 of 9 Industrial and Commercial www.cabmphandbooks.com SC- 1 1 Spill Prevention, Control & Cleanup - Description of the facility, owner and address, activities and chemicals present - Facility map - Notification and evacuation procedures - Cleanup instructions - Identification of responsible departments - Identify key spill response personnel ■ Recycle, reclaim, or reuse materials whenever possible. This will reduce the amount of process materials that are brought into the facility. Suggested Protocols (including equipment needs) Spill Prevention ■ Develop procedures to prevent/mitigate spills to storm drain systems. Develop and standardize reporting procedures, containment, storage, and disposal activities, documentation, and follow-up procedures. ■ If consistent illegal dumping is observed at the facility: - Post"No Dumping" signs with a phone number for reporting illegal dumping and disposal. Signs should also indicate fines and penalties applicable for illegal dumping. - Landscaping and beautification efforts may also discourage illegal dumping. - Bright lighting and/or entrance barriers may also be needed to discourage illegal dumping. ■ Store and contain liquid materials in such a manner that if the tank is ruptured, the contents will not discharge, flow, or be washed into the storm drainage system, surface waters, or groundwater. ■ If the liquid is oil, gas, or other material that separates from and floats on water, install a spill control device (such as a tee section) in the catch basins that collects runoff from the storage tank area. ■ Routine maintenance: - Place drip pans or absorbent materials beneath all mounted taps, and at all potential drip and spill locations during filling and unloading of tanks. Any collected liquids or soiled absorbent materials must be reused/recycled or properly disposed. - Store and maintain appropriate spill cleanup materials in a location known to all near the tank storage area; and ensure that employees are familiar with the site's spill control plan and/or proper spill cleanup procedures. - Sweep and clean the storage area monthly if it is paved, do not hose down the area to a storm drain. 2 of 9 California Stormwater BMP Handbook January 2003 Industrial and Commercial www.cabmphandbooks.com Spi I I Prevention, Control & Cleanup SC- 11 Check tanks (and any containment sumps) daily for leaks and spills. Replace tanks that are leaking, corroded, or otherwise deteriorating with tanks in good condition. Collect all spilled liquids and properly dispose of them. ■ Label all containers according to their contents (e.g., solvent, gasoline). ■ Label hazardous substances regarding the potential hazard (corrosive, radioactive, flammable, explosive, poisonous). ■ Prominently display required labels on transported hazardous and toxic materials (per US DOT regulations). ■ Identify key spill response personnel. Spill Control and Cleanup Activities ■ Follow the Spill Prevention Control and Countermeasure Plan. ■ Clean up leaks and spills immediately. ■ Place a stockpile of spill cleanup materials where it will be readily accessible (e.g., near storage and maintenance areas). ■ On paved surfaces, clean up spills with as little water as possible. Use a rag for small spills, a damp mop for general cleanup, and absorbent material for larger spills. If the spilled material is hazardous, then the used cleanup materials are also hazardous and must be sent to a certified laundry (rags) or disposed of as hazardous waste. Physical methods for the cleanup of dry chemicals include the use of brooms, shovels, sweepers, or plows. ■ Never hose down or bury dry material spills. Sweep up the material and dispose of properly. ■ Chemical cleanups of material can be achieved with the use of adsorbents, gels, and foams. Use adsorbent materials on small spills rather than hosing down the spill. Remove the adsorbent materials promptly and dispose of properly. ■ For larger spills, a private spill cleanup company or Hazmat team may be necessary. Reporting ■ Report spills that pose an immediate threat to human health or the environment to the Regional Water Quality Control Board. ■ Federal regulations require that any oil spill into a water body or onto an adjoining shoreline be reported to the National Response Center (NRC) at 800-424-8802 (24 hour). ■ Report spills to local agencies, such as the fire department; they can assist in cleanup. ■ Establish a system for tracking incidents. The system should be designed to identify the following: - Types and quantities (in some cases) of wastes - Patterns in time of occurrence (time of day/night, month, or year) January 2003 California Stormwater BMP Handbook 3 of 9 Industrial and Commercial www.cabmphandbooks.com SC- 1 1 Spill Prevention, Control & Cleanup - Mode of dumping (abandoned containers, "midnight dumping"from moving vehicles, direct dumping of materials, accidents/spills) - Responsible parties Training ■ Educate employees about spill prevention and cleanup. ■ Well-trained employees can reduce human errors that lead to accidental releases or spills: - The employee should have the tools and knowledge to immediately begin cleaning up a spill should one occur. - Employees should be familiar with the Spill Prevention Control and Countermeasure Plan. ■ Employees should be educated about aboveground storage tank requirements. Employees responsible for aboveground storage tanks and liquid transfers should be thoroughly familiar with the Spill Prevention Control and Countermeasure Plan and the plan should be readily available. ■ Train employees to recognize and report illegal dumping incidents. Other Considerations (Limitations and Regulations) ■ State regulations exist for facilities with a storage capacity of 10,000 gallons or more of petroleum to prepare a Spill Prevention Control and Countermeasure (SPCC) Plan (Health & Safety Code Chapter 6.67). ■ State regulations also exist for storage of hazardous materials (Health& Safety Code Chapter 6.95), including the preparation of area and business plans for emergency response to the releases or threatened releases. ■ Consider requiring smaller secondary containment areas (less than 200 sq. ft.) to be connected to the sanitary sewer, prohibiting any hard connections to the storm drain. Requirements Costs (including capital and operation &maintenance) ■ Will vary depending on the size of the facility and the necessary controls. ■ Prevention of leaks and spills is inexpensive. Treatment and/or disposal of contaminated soil or water can be quite expensive. Maintenance (including administrative and stalling) ■ This BMP has no major administrative or staffing requirements. However, extra time is needed to properly handle and dispose of spills,which results in increased labor costs. 4 of 9 California Stormwater BMP Handbook January 2003 Industrial and Commercial www.cabmphandbooks.com Spill Prevention, Control & Cleanup SC- 1 1 Supplemental I nformation Further Detail of the BMP Reporting Record keeping and internal reporting represent good operating practices because they can increase the efficiency of the facility and the effectiveness of BMPs. A good record keeping system helps the facility minimize incident recurrence, correctly respond with appropriate cleanup activities, and comply with legal requirements. A record keeping and reporting system should be set up for documenting spills, leaks, and other discharges, including discharges of hazardous substances in reportable quantities. Incident records describe the quality and quantity of non-stormwater discharges to the storm sewer. These records should contain the following information: ■ Date and time of the incident ■ Weather conditions ■ Duration of the spill/leak/discharge ■ Cause of the spill/leak/discharge ■ Response procedures implemented ■ Persons notified ■ Environmental problems associated with the spill/leak/discharge Separate record keeping systems should be established to document housekeeping and preventive maintenance inspections, and training activities. All housekeeping and preventive maintenance inspections should be documented. Inspection documentation should contain the following information: ■ The date and time the inspection was performed ■ Name of the inspector ■ Items inspected ■ Problems noted ■ Corrective action required ■ Date corrective action was taken Other means to document and record inspection results are field notes, timed and dated photographs,videotapes, and drawings and maps. Aboveground Tank Leak and Spill Control Accidental releases of materials from aboveground liquid storage tanks present the potential for contaminating stormwater with many different pollutants. Materials spilled, leaked, or lost from January 2003 California Stormwater BMP Handbook 5 of 9 Industrial and Commercial www.cabmphandbooks.com SC- 1 1 Spill Prevention, Control & Cleanup tanks may accumulate in soils or on impervious surfaces and be carried away by stormwater runoff. The most common causes of unintentional releases are: ■ Installation problems ■ Failure of piping systems (pipes, pumps, flanges, couplings, hoses, and valves) ■ External corrosion and structural failure ■ Spills and overfills due to operator error ■ Leaks during pumping of liquids or gases from truck or rail car to a storage tank or vice versa Storage of reactive, ignitable, or flammable liquids should comply with the Uniform Fire Code and the National Electric Code. Practices listed below should be employed to enhance the code requirements: ■ Tanks should be placed in a designated area. ■ Tanks located in areas where firearms are discharged should be encapsulated in concrete or the equivalent. ■ Designated areas should be impervious and paved with Portland cement concrete, free of cracks and gaps, in order to contain leaks and spills. ■ Liquid materials should be stored in UL approved double walled tanks or surrounded by a curb or dike to provide the volume to contain 10 percent of the volume of all of the containers or 110 percent of the volume of the largest container, whichever is greater. The area inside the curb should slope to a drain. ■ For used oil or dangerous waste, a dead-end sump should be installed in the drain. ■ All other liquids should be drained to the sanitary sewer if available. The drain must have a positive control such as a lock,valve, or plug to prevent release of contaminated liquids. ■ Accumulated stormwater in petroleum storage areas should be passed through an oil/water separator. Maintenance is critical to preventing leaks and spills. Conduct routine inspections and: ■ Check for external corrosion and structural failure. ■ Check for spills and overfills due to operator error. ■ Check for failure of piping system (pipes, pumps, flanger, coupling, hoses, and valves). ■ Check for leaks or spills during pumping of liquids or gases from truck or rail car to a storage facility or vice versa. 6 of 9 California Stormwater BMP Handbook January 2003 Industrial and Commercial www.cabmphandbooks.com Spill Prevention, Control & Cleanup SC- 1 1 ■ Visually inspect new tank or container installation for loose fittings, poor welding, and improper or poorly fitted gaskets. ■ Inspect tank foundations, connections, coatings, and tank walls and piping system. Look for corrosion, leaks, cracks, scratches, and other physical damage that may weaken the tank or container system. ■ Frequently relocate accumulated stormwater during the wet season. ■ Periodically conduct integrity testing by a qualified professional. Vehicle Leak and Spill Control Major spills on roadways and other public areas are generally handled by highly trained Hazmat teams from local fire departments or environmental health departments. The measures listed below pertain to leaks and smaller spills at vehicle maintenance shops. In addition to implementing the spill prevention, control, and clean up practices above, use the following measures related to specific activities: Vehicle and Equipment Maintenance ■ Perform all vehicle fluid removal or changing inside or under cover to prevent the run-on of stormwater and the runoff of spills. ■ Regularly inspect vehicles and equipment for leaks, and repair immediately. ■ Check incoming vehicles and equipment (including delivery trucks, and employee and subcontractor vehicles) for leaking oil and fluids. Do not allow leaking vehicles or equipment onsite. ■ Always use secondary containment, such as a drain pan or drop cloth, to catch spills or leaks when removing or changing fluids. ■ Immediately drain all fluids from wrecked vehicles. ■ Store wrecked vehicles or damaged equipment under cover. ■ Place drip pans or absorbent materials under heavy equipment when not in use. ■ Use adsorbent materials on small spills rather than hosing down the spill. ■ Remove the adsorbent materials promptly and dispose of properly. ■ Promptly transfer used fluids to the proper waste or recycling drums. Don't leave full drip pans or other open containers lying around. ■ Oil filters disposed of in trashcans or dumpsters can leak oil and contaminate stormwater. Place the oil filter in a funnel over a waste oil recycling drum to drain excess oil before disposal. Oil filters can also be recycled. Ask your oil supplier or recycler about recycling oil filters. January 2003 California Stormwater BMP Handbook 7 of 9 Industrial and Commercial www.cabmphandbooks.com SC- 1 1 Spill Prevention, Control & Cleanup ■ Store cracked batteries in a non-leaking secondary container. Do this with all cracked batteries, even if you think all the acid has drained out. If you drop a battery, treat it as if it is cracked. Put it into the containment area until you are sure it is not leaking. Vehicle and Equipment Fueling ■ Design the fueling area to prevent the run-on of stormwater and the runoff of spills: - Cover fueling area if possible. - Use a perimeter drain or slope pavement inward with drainage to a sump. - Pave fueling area with concrete rather than asphalt. ■ If dead-end sump is not used to collect spills, install an oil/water separator. ■ Install vapor recovery nozzles to help control drips as well as air pollution. ■ Discourage "topping-off of fuel tanks. ■ Use secondary containment when transferring fuel from the tank truck to the fuel tank. ■ Use adsorbent materials on small spills and general cleaning rather than hosing down the area. Remove the adsorbent materials promptly. ■ Carry out all Federal and State requirements regarding underground storage tanks, or install above ground tanks. ■ Do not use mobile fueling of mobile industrial equipment around the facility; rather, transport the equipment to designated fueling areas. ■ Keep your Spill Prevention Control and Countermeasure (SPCC) Plan up-to-date. ■ Train employees in proper fueling and cleanup procedures. Industrial Spill Prevention Response For the purposes of developing a spill prevention and response program to meet the stormwater regulations, facility managers should use information provided in this fact sheet and the spill prevention/response portions of the fact sheets in this handbook, for specific activities. The program should: ■ Integrate with existing emergency response/hazardous materials programs (e.g., Fire Department) ■ Develop procedures to prevent/mitigate spills to storm drain systems ■ Identify responsible departments ■ Develop and standardize reporting procedures, containment, storage, and disposal activities, documentation, and follow-up procedures ■ Address spills at municipal facilities, as well as public areas 8 of 9 California Stormwater BMP Handbook January 2003 Industrial and Commercial www.cabmphandbooks.com Spill Prevention, Control & Cleanup SC- 1 1 ■ Provide training concerning spill prevention, response and cleanup to all appropriate personnel References and Resources California's Nonpoint Source Program Plan http://www.swrcb.ca.gov/nps/index.html Clark County Storm Water Pollution Control Manual httl2://www.co.clark.wa.us/12ubworks/bml2man.12df King County Storm Water Pollution Control Manual http://dnr.metrokc.gov/wlr/dss/sl2cm.htm Santa Clara Valley Urban Runoff Pollution Prevention Program http://www.scvurl2pp.org The Stormwater Managers Resource Center http://www.stormwatercenter.net/ January 2003 California Stormwater BMP Handbook 9 of 9 Industrial and Commercial www.cabmphandbooks.com Outdoor Load i ng/Un loading SC- 30 r� � �-• , Objectives ■ Cover .ro ■ Contain - ■ Educate AIM ■ Reduce/Minimize ■ Product Substitution Photo Credit: Geoff Brosseau Description The loading/unloading of materials usually takes place outside Targeted Constituents on docks or terminals; therefore, materials spilled, leaked, or lost Sediment ✓ during loading/unloading may collect in the soil or on other Nutrients ✓ surfaces and have the potential to be carried away by stormwater Trash runoff or when the area is cleaned. Additionally, rainfall may Metals ✓ wash pollutants from machinery used to unload or move Bacteria materials. Implementation of the following protocols will Oil and Grease ✓ prevent or reduce the discharge of pollutants to stormwater from outdoor loading/unloading of materials. Organics ✓ Approach Reduce potential for pollutant discharge through source control pollution prevention and BMP implementation. Successful implementation depends on effective training of employees on applicable BMPs and general pollution prevention strategies and objectives. Pollution Prevention ■ Keep accurate maintenance logs to evaluate materials removed and improvements made. ■ Park tank trucks or delivery vehicles in designated areas so that spills or leaks can be contained. ■ Limit exposure of material to rainfall whenever possible. ■ Prevent stormwater run-on. A S Q A ■ Check equipment regularly for leaks. California Stormwater Quality Association January 2003 California Stormwater BMP Handbook 1 of 4 Industrial and Commercial www.cabmphandbooks.com SC- 30 Outdoor Loading/Unloading Suggested Protocols Loading and Unloading— General Guidelines ■ Develop an operations plan that describes procedures for loading and/or unloading. ■ Conduct loading and unloading in dry weather if possible. ■ Cover designated loading/unloading areas to reduce exposure of materials to rain. ■ Consider placing a seal or door skirt between delivery vehicles and building to prevent exposure to rain. ■ Design loading/unloading area to prevent stormwater run-on,which would include grading or berming the area, and position roof downspouts so they direct stormwater away from the loading/unloading areas. ■ Have employees load and unload all materials and equipment in covered areas such as building overhangs at loading docks if feasible. ■ Load/unload only at designated loading areas. ■ Use drip pans underneath hose and pipe connections and other leak-prone spots during liquid transfer operations, and when making and breaking connections. Several drip pans should be stored in a covered location near the liquid transfer area so that they are always available,yet protected from precipitation when not in use. Drip pans can be made specifically for railroad tracks. Drip pans must be cleaned periodically, and drip collected materials must be disposed of properly. ■ Pave loading areas with concrete instead of asphalt. ■ Avoid placing storm drains in the area. ■ Grade and/or berm the loading/unloading area to a drain that is connected to a deadend. Inspection ■ Check loading and unloading equipment regularly for leaks, including valves, pumps, flanges and connections. ■ Look for dust or fumes during loading or unloading operations. Training ■ Train employees (e.g., fork lift operators) and contractors on proper spill containment and cleanup. ■ Have employees trained in spill containment and cleanup present during loading/unloading. ■ Train employees in proper handling techniques during liquid transfers to avoid spills. ■ Make sure forklift operators are properly trained on loading and unloading procedures. 2 of 4 California Stormwater BMP Handbook January 2003 Industrial and Commercial www.cabmphandbooks.com Outdoor Load i ng/Un loading SC- 30 Spill Response and Prevention ■ Keep your Spill Prevention Control and Countermeasure (SPCC) Plan up-to-date. ■ Contain leaks during transfer. ■ Store and maintain appropriate spill cleanup materials in a location that is readily accessible and known to all and ensure that employees are familiar with the site's spill control plan and proper spill cleanup procedures. ■ Have an emergency spill cleanup plan readily available. ■ Use drip pans or comparable devices when transferring oils, solvents, and paints. Other Considerations (Limitations and Regulations) ■ Space and time limitations may preclude all transfers from being performed indoors or under cover. ■ It may not be possible to conduct transfers only during dry weather. Requirements Costs Costs should be low except when covering a large loading/unloading area. Maintenance ■ Conduct regular inspections and make repairs as necessary. The frequency of repairs will depend on the age of the facility. ■ Check loading and unloading equipment regularly for leaks. ■ Conduct regular broom dry-sweeping of area. Supplemental I nformation Further Detail of the BMP Special Circumstances for Indoor Loading/Unloading ofMaterials Loading or unloading of liquids should occur in the manufacturing building so that any spills that are not completely retained can be discharged to the sanitary sewer, treatment plant, or treated in a manner consistent with local sewer authorities and permit requirements. ■ For loading and unloading tank trucks to above and below ground storage tanks, the following procedures should be used: - The area where the transfer takes place should be paved. If the liquid is reactive with the asphalt, Portland cement should be used to pave the area. - The transfer area should be designed to prevent run-on of stormwater from adjacent areas. Sloping the pad and using a curb, like a speed bump, around the uphill side of the transfer area should reduce run-on. January 2003 California Stormwater BMP Handbook 3 of 4 Industrial and Commercial www.cabmphandbooks.com SC- 30 Outdoor Loading/Unloading The transfer area should be designed to prevent runoff of spilled liquids from the area. Sloping the area to a drain should prevent runoff. The drain should be connected to a dead-end sump or to the sanitary sewer. A positive control valve should be installed on the drain. ■ For transfer from rail cars to storage tanks that must occur outside, use the following procedures: - Drip pans should be placed at locations where spillage may occur, such as hose connections, hose reels, and filler nozzles. Use drip pans when making and breaking connections. - Drip pan systems should be installed between the rails to collect spillage from tank cars. References and Resources California's Nonpoint Source Program Plan http://www.swrcb.ca.gov/nps/index.html Clark County Storm Water Pollution Control Manual http://www.co.clark.wa.us/12ubworks/bmpman.pdf King County Storm Water Pollution Control Manual http://dnr.metrokc.gov/wlr/dss/spcm.htm Santa Clara Valley Urban Runoff Pollution Prevention Program http://www.scvurppp.org The Storm Water Managers Resource Center http://www.stormwatercenter.net/ 4 of 4 California Stormwater BMP Handbook January 2003 Industrial and Commercial www.cabmphandbooks.com Outdoor Equipment Operations SC- 32 Description Objectives Outside process equipment operations and maintenance can ■ Cover contaminate stormwater runoff. Activities, such as grinding, ■ Contain painting, coating, sanding, degreasing or parts cleaning, landfills ■ Educate and waste piles, solid waste treatment and disposal, are examples m Reduce/Minimize of process operations that can lead to contamination of stormwater runoff. Source controls for outdoor process equip- ment operations and maintenance include reducing the amount of waste created, enclosing or covering all or some of the equipment, installing secondary containment, and training employees. Approach Pollution Prevention ■ Perform the activity during dry periods. ■ Use non-toxic chemicals for maintenance and minimize or Targeted Constituents eliminate the use of solvents. Sediment ✓ Suggested Protocols Nutrients ■ Consider enclosing the activity in a building and connecting Trash the floor drains to the sanitary sewer. Metals ✓ ■ Cover the work area with a permanent roof if possible. Bacteria Oil and Grease ✓ ■ Minimize contact of stormwater with outside process Organics ✓ equipment operations through berming and drainage routing (run-on prevention). If possible, connect process equipment area to public sewer or facility wastewater treatment system. Some municipalities require that secondary containment areas be connected to the sanitary sewer, prohibiting any hard connections to the storm drain. ■ Dry clean the work area regularly. Training ■ Train employees to perform the activity during dry periods only or substituting benign materials for more toxic ones. ■ Train employee and contractors in proper techniques for spill containment and cleanup. Employees should have the tools and knowledge to immediately begin cleaning up a spill should one occur. Spill Response and Prevention °`I � CASQA ■ Keep your Spill Prevention Control and Countermeasure California (SPCC) Plan up-to-date. Stormwater Quality Association January 2003 California Stormwater BMP Handbook 1 of 3 Industrial and Commercial www.cabmphandbooks.com SC- 32 Outdoor Equipment Operations ■ Have employees trained in emergency spill cleanup procedures present when dangerous waste, liquid chemicals, or other wastes are delivered. ■ Place a stockpile of spill cleanup materials where it will be readily accessible. ■ Prevent operator errors by using engineering safe guards and thus reducing accidental releases of pollutant. ■ Inspect storage areas regularly for leaks or spills. Also check for structural failure, spills and overfills due to operator error, and/or failure of piping system. Other Considerations ■ Providing cover may be expensive. ■ Space limitations may preclude enclosing some equipment. ■ Storage sheds often must meet building and fire code requirements. Requirements Costs Costs vary depending on the complexity of the operation and the amount of control necessary for stormwater pollution control. Maintenance ■ Conduct routine preventive maintenance, including checking process equipment for leaks. ■ Clean the storm drain system regularly. Supplemental I nformation Further Detail of the BMP Hydraulic/Treatment Modifications If stormwater becomes polluted, it should be captured and treated. If you do not have your own process wastewater treatment system, consider discharging to the public sewer system. Use of the public sewer might be allowed under the following conditions: ■ If the activity area is very small (less than a few hundred square feet), the local sewer authority may be willing to allow the area to remain uncovered with the drain connected to the public sewer. ■ It may be possible under unusual circumstances to connect a much larger area to the public sewer, as long as the rate of stormwater discharges does not exceed the capacity of the wastewater treatment plant. The stormwater could be stored during the storm and then transferred to the public sewer when the normal flow is low, such as at night. Industries that generate large volumes of process wastewater typically have their own treatment system and corresponding permit. These industries have the discretion to use their wastewater treatment system to treat stormwater within the constraints of their permit requirements for process treatment. It may also be possible for the industry to discharge the stormwater directly to an effluent outfall without treatment as long as the total loading of the discharged process 2 of 3 California Stormwater BMP Handbook January 2003 Industrial and Commercial www.cabmphandbooks.com Outdoor Equipment Operations SC-32 water and stormwater does not exceed the loading had a stormwater treatment device been used. This could be achieved by reducing the loading from the process wastewater treatment system. Check with your Regional Water Quality Control Board or local sewering agency, as this option would be subject to permit constraints and potentially regular monitoring. References and Resources California's Nonpoint Source Program Plan http://www.swrcb.ca.gov/nps/index,html Clark County Storm Water Pollution Control Manual http://www.co.clark.wa.us/pubworks/bmpman.pd King County Storm Water Pollution Control Manual http://dnr.metrokc.gov/wlr/dss/spcm.htm Santa Clara Valley Urban Runoff Pollution Prevention Program http://www.scvurppp.org The Stormwater Managers Resource Center http://www.stormwatercenter.net January 2003 California Stormwater BMP Handbook 3 of 3 Industrial and Commercial www.cabmphandbooks.com Waste Handling & Disposal SC- 34 Objectives ■ Cover ■ Contain ■ Educate ■ Reduce/Minimize ■ Product Substitution Photo Credit: Geoff Brosseau Description Improper storage and handling of solid wastes can allow toxic Targeted Constituents compounds, oils and greases, heavy metals, nutrients, suspended Sediment solids, and other pollutants to enter stormwater runoff. The Nutrients discharge of pollutants to stormwater from waste handling and Trash disposal can be prevented and reduced by tracking waste Metals ✓ generation, storage, and disposal; reducing waste generation and Bacteria ✓ disposal through source reduction, reuse, and recycling; and Oil and Grease ✓ preventing run-on and runoff. Organics ✓ Approach Pollution Prevention ■ Accomplish reduction in the amount of waste generated using the following source controls: - Production planning and sequencing - Process or equipment modification - Raw material substitution or elimination - Loss prevention and housekeeping - Waste segregation and separation - Close loop recycling ■ Establish a material tracking system to increase awareness about material usage. This may reduce spills and minimize C A S Q A contamination, thus reducing the amount of waste produced. caiifornia Stormwater ■ Recycle materials whenever possible. Quality Association January 2003 California Stormwater BMP Handbook 1 of 5 Industrial and Commercial www.cabmphandbooks.com SC- 34 Waste Handling & Disposal Suggested Protocols General ■ Cover storage containers with leak proof lids or some other means. If waste is not in containers, cover all waste piles (plastic tarps are acceptable coverage) and prevent stormwater run-on and runoff with a berm. The waste containers or piles must be covered except when in use. ■ Use drip pans or absorbent materials whenever grease containers are emptied by vacuum trucks or other means. Grease cannot be left on the ground. Collected grease must be properly disposed of as garbage. ■ Check storage containers weekly for leaks and to ensure that lids are on tightly. Replace any that are leaking, corroded, or otherwise deteriorating. ■ Sweep and clean the storage area regularly. If it is paved, do not hose down the area to a storm drain. ■ Dispose of rinse and wash water from cleaning waste containers into a sanitary sewer if allowed by the local sewer authority. Do not discharge wash water to the street or storm drain. ■ Transfer waste from damaged containers into safe containers. ■ Take special care when loading or unloading wastes to minimize losses. Loading systems can be used to minimize spills and fugitive emission losses such as dust or mist. Vacuum transfer systems can minimize waste loss. Controlling Litter ■ Post"No Littering" signs and enforce anti-litter laws. ■ Provide a sufficient number of litter receptacles for the facility. ■ Clean out and cover litter receptacles frequently to prevent spillage. Waste Collection ■ Keep waste collection areas clean. ■ Inspect solid waste containers for structural damage regularly. Repair or replace damaged containers as necessary. ■ Secure solid waste containers; containers must be closed tightly when not in use. ■ Do not fill waste containers with washout water or any other liquid. ■ Ensure that only appropriate solid wastes are added to the solid waste container. Certain wastes such as hazardous wastes, appliances, fluorescent lamps, pesticides, etc., may not be disposed of in solid waste containers (see chemical/hazardous waste collection section below). 2 of 5 California Stormwater BMP Handbook January 2003 Industrial and Commercial www.cabmphandbooks.com Waste Handling & Disposal SC- 34 ■ Do not mix wastes; this can cause chemical reactions, make recycling impossible, and complicate disposal. Good Housekeeping ■ Use all of the product before disposing of the container. ■ Keep the waste management area clean at all times by sweeping and cleaning up spills immediately. ■ Use dry methods when possible (e.g., sweeping, use of absorbents) when cleaning around restaurant/food handling dumpster areas. If water must be used after sweeping/using absorbents, collect water and discharge through grease interceptor to the sewer. Chemical/Hazardous Wastes ■ Select designated hazardous waste collection areas on-site. ■ Store hazardous materials and wastes in covered containers and protect them from vandalism. ■ Place hazardous waste containers in secondary containment. ■ Make sure that hazardous waste is collected, removed, and disposed of only at authorized disposal areas. ■ Stencil or demarcate storm drains on the facility's property with prohibitive message regarding waste disposal. Run-on/Runoff Prevention ■ Prevent stormwater run-on from entering the waste management area by enclosing the area or building a berm around the area. ■ Prevent waste materials from directly contacting rain. ■ Cover waste piles with temporary covering material such as reinforced tarpaulin, polyethylene, polyurethane, polypropyleneor hypalon. ■ Cover the area with a permanent roof if feasible. ■ Cover dumpsters to prevent rain from washing waste out of holes or cracks in the bottom of the dumpster. ■ Move the activity indoor after ensuring all safety concerns such as fire hazard and ventilation are addressed. Inspection ■ Inspect and replace faulty pumps or hoses regularly to minimize the potential of releases and spills. ■ Check waste management areas for leaking containers or spills. January 2003 California Stormwater BMP Handbook 3 of 5 Industrial and Commercial www.cabmphandbooks.com SC- 34 Waste Handling & Disposal ■ Repair leaking equipment including valves, lines, seals, or pumps promptly. Training ■ Train staff in pollution prevention measures and proper disposal methods. ■ Train employees and contractors in proper spill containment and cleanup. The employee should have the tools and knowledge to immediately begin cleaning up a spill should one occur. ■ Train employees and subcontractors in proper hazardous waste management. Spill Response and Prevention ■ Keep your Spill Prevention Control and Countermeasure (SPCC) Plan up-to-date. ■ Have an emergency plan, equipment and trained personnel ready at all times to deal immediately with major spills ■ Collect all spilled liquids and properly dispose of them. ■ Store and maintain appropriate spill cleanup materials in a location known to all near the designated wash area. ■ Ensure that vehicles transporting waste have spill prevention equipment that can prevent spills during transport. Spill prevention equipment includes: - Vehicles equipped with baffles for liquid waste - Trucks with sealed gates and spill guards for solid waste Other Considerations (Limitations and Regulations) Hazardous waste cannot be reused or recycled; it must be disposed of by a licensed hazardous waste hauler. Requirements Costs Capital and O&M costs for these programs will vary substantially depending on the size of the facility and the types of waste handled. Costs should be low if there is an inventory program in place. Maintenance ■ None except for maintaining equipment for material tracking program. Supplemental I nformation Further Detail of the BMP Land Treatment System Minimize runoff of polluted stormwater from land application by: ■ Choosing a site where slopes are under 6%, the soil is permeable, there is a low water table, it is located away from wetlands or marshes, and there is a closed drainage system 4 of 5 California Stormwater BMP Handbook January 2003 Industrial and Commercial www.cabmphandbooks.com Waste Handling & Disposal SC- 34 ■ Avoiding application of waste to the site when it is raining or when the ground is saturated with water ■ Growing vegetation on land disposal areas to stabilize soils and reduce the volume of surface water runoff from the site ■ Maintaining adequate barriers between the land application site and the receiving waters (planted strips are particularly good) ■ Using erosion control techniques such as mulching and matting, filter fences, straw bales, diversion terracing, and sediment basins ■ Performing routine maintenance to ensure the erosion control or site stabilization measures are working Examples The port of Long Beach has a state-of-the-art database for identifying potential pollutant sources, documenting facility management practices, and tracking pollutants. References and Resources California's Nonpoint Source Program Plan http://www.swrcb.ca.gov/nps/index,html Clark County Storm Water Pollution Control Manual http://www.co.clark.wa.us/pubworks/bmpman.pd Solid Waste Container Best Management Practices—Fact Sheet On-Line Resources— Environmental Health and Safety. Harvard University. 2002. King County Storm Water Pollution Control Manual http://dnr.metrokc.gov/wlr/dss/spcm.htm Pollution from Surface Cleaning Folder. 1996. Bay Area Stormwater Management Agencies Association (BASMAA). http://www.basmaa.org Santa Clara Valley Urban Runoff Pollution Prevention Program http://www.scvurppp.org The Storm Water Managers Resource Center http://www.stormwatercenter.net/ January 2003 California Stormwater BMP Handbook 5 of 5 Industrial and Commercial www.cabmphandbooks.com Safer Alternative Products SC- 35 Description Objectives Promote the use of less harmful products and products that ■ Educate contain little or no TMDL pollutants. Alternatives exist for most ■ Reduce/Minimize product classes including chemical fertilizers, pesticides, ■ Product Substitution cleaning solutions,janitorial chemicals, automotive and paint products, and consumables (batteries, fluorescent lamps). Approach Pattern a new program after the many established programs around the state and country. Integrate this best management practice as much as possible with existing programs at your facility. Develop a comprehensive program based on: ■ The "Precautionary Principle,"which is an alternative to the "Risk Assessment" model that says it's acceptable to use a potentially harmful product until physical evidence of its Targeted Constituents harmful effects are established and deemed too costly from an environmental or public health perspective. For instance, Sediment a risk assessment approach might say it's acceptable to use a Nutrients ✓ pesticide until there is direct proof of an environmental Trash impact. The Precautionary Principle approach is used to Metals ✓ evaluate whether a given product is safe,whether it is really Bacteria necessary, and whether alternative products would perform Oil and Grease ✓ just as well. Organics ✓ ■ Environmentally Preferable Purchasing Program to minimize the purchase of products containing hazardous ingredients used in the facility's custodial services, fleet maintenance, and facility maintenance in favor of using alternate products that pose less risk to employees and to the environment. ■ Integrated Pest Management (IPM) or Less-Toxic Pesticide Program,which uses a pest management approach that minimizes the use of toxic chemicals and gets rid of pests by methods that pose a lower risk to employees, the public, and the environment. ■ Energy Efficiency Program including no-cost and low-cost energy conservation and efficiency actions that can reduce both energy consumption and electricity bills, along with long-term energy efficiency investments. Consider the following mechanisms for developing and implementing a comprehensive program: C A S Q! A calitornia ■ Policies Stormwater Quality Association January 2003 California Stormwater BMP Handbook 1 of 5 Industrial and Commercial www.cabmphandbooks.com SC- 35 Safer Alternative Products ■ Procedures - Standard operating procedures (SOPS) - Purchasing guidelines and procedures - Bid packages (services and supplies) ■ Materials - Preferred or approved product and supplier lists - Product and supplier evaluation criteria - Training sessions and manuals - Fact sheets for employees Implement this BMP in conjunction with the Vehicle and Equipment Management fact sheets (SC20 —SC22) and SC41, Building and Grounds Maintenance. Training ■ Employees who handle potentially harmful materials in the use of safer alternatives. ■ Purchasing departments should be encouraged to procure less hazardous materials and products that contain little or no harmful substances or TMDL pollutants. Regulations This BMP has no regulatory requirements. Existing regulations already encourage facilities to reduce the use of hazardous materials through incentives such as reduced: ■ Specialized equipment storage and handling requirements, ■ Storm water runoff sampling requirements, ■ Training and licensing requirements, and ■ Record keeping and reporting requirements. Equipment ■ There are no major equipment requirements to this BMP. Limitations ■ Alternative products may not be available, suitable, or effective in every case. Requirements Cost Considerations ■ The primary cost is for staff time to: 1) develop new policies and procedures and 2) educate purchasing departments and employees who handle potentially harmful materials about the availability, procurement, and use of safer alternatives. 2 of 5 California Stormwater BMP Handbook January 2003 Industrial and Commercial www.cabmphandbooks.com Safer Alternative Products SC- 35 ■ Some alternative products may be slightly more expensive than conventional products. Supplemental I nformation Employees and contractors/service providers can both be educated about safer alternatives by using information developed by a number of organizations including the references and resources listed below. The following discussion provides some general information on safer alternatives. More specific information on particular hazardous materials and the available alternatives may be found in the references and resources listed below. ■ Automotive products— Less toxic alternatives are not available for many automotive products, especially engine fluids. But there are alternatives to grease lubricants, car polishes, degreasers, and windshield washer solution. Rerefined motor oil is also available. ■ Vehicle/Trailer lubrication— Fifth wheel bearings on trucks require routine lubrication. Adhesive lubricants are available to replace typical chassis grease. ■ Cleaners—Vegetables-based or citrus-based soaps are available to replace petroleum-based soaps/detergents. ■ Paint products —Water-based paints,wood preservatives, stains, and finishes are available. ■ Pesticides—Specific alternative products or methods exist to control most insects, fungi, and weeds. ■ Chemical Fertilizers— Compost and soil amendments are natural alternatives. ■ Consumables—Manufacturers have either reduced or are in the process of reducing the amount of heavy metals in consumables such as batteries and fluorescent lamps. All fluorescent lamps contain mercury, however low-mercury containing lamps are now available from most hardware and lighting stores. Fluorescent lamps are also more energy efficient than the average incandescent lamp. ■ Janitorial chemicals—Even biodegradable soap can harm fish and wildlife before it biodegrades. Biodegradable does not mean non-toxic. Safer products and procedures are available for floor stripping and cleaning, as well as carpet, glass, metal, and restroom cleaning and disinfecting. Examples There are a number of business and trade associations, and communities with effective programs. Some of the more prominent are listed below in the references and resources section. References and Resources Note: Many of these references provide alternative products for materials that typically are used inside and disposed to the sanitary sewer as well as alternatives to products that usually end up in the storm drain. January 2003 California Stormwater BMP Handbook 3 of 5 Industrial and Commercial www.cabmphandbooks.com SC- 35 Safer Alternative Products General Sustainable Practices and Pollution Prevention Including Pollutant- Specific Information California Department of Toxic Substances Control (www.dtsc.ca.gov) California Integrated Waste Management Board (www.ciwmb.ca.gov) City of Santa Monica (www.santa-monica.org/environment) City of Palo Alto (www.city.palo-alto.ca.us/cleanbay) City and County of San Francisco, Department of the Environment (www.ci.sLca.us/sfenvironment) Earth 911 (www.earth9ll.org/master.asp) Environmental Finance Center Region IX (www.greenstart.org/efc9) Flex Your Power (www.flexyourpower.ca.gov) GreenBiz.com (www.greenbiz.com) Green Business Program (www.abag.org/bayarea/enviro/gbus/gb.html) Pacific Industrial and Business Association (www.piba.org) Sacramento Clean Water Business Partners (www.sacstormwater.org) USEPA BMP fact sheet—Alternative products (http://cfpub.epa.gov/npdes/stormwater/menuofbmps/poll-2.cfm) USEPA Region IX Pollution Prevention Program (www.epa.gov/region09/p2) Western Regional Pollution Prevention Network (www.westp2net.org) Metals (mercury, copper) National Electrical Manufacturers Association - Environment, Health and Safety (www.nema.org) Sustainable Conservation (www.suscon.org) Auto Recycling Project Brake Pad Partnership Pesticides and Chemical Fertilizers Bio-Integral Resource Center (www.birc.org) California Department of Pesticide Regulation (www.cdpr.ca.gov) University of California Statewide IPM Program (www.ipm.ucdavis.edu/default.html) 4 of 5 California Stormwater BMP Handbook January 2003 Industrial and Commercial www.cabmphandbooks.com Safer Alternative Products SC-35 Dioxins Bay Area Dioxins Project (http://dioxin.abag.ca.gov/) January 2003 California Stormwater BMP Handbook 5 of 5 Industrial and Commercial www.cabmphandbooks.com Building & Grounds Maintenance SC-41 Objectives ■ Cover ■ Contain ■ Educate ■ Reduce/Minimize lit ■l. ,. ■ Product Substitution Targeted Constituents Description Sediment ✓ Stormwater runoff from building and grounds maintenance Nutrients ✓ activities can be contaminated with toxic hydrocarbons in Trash solvents, fertilizers and pesticides, suspended solids, heavy Metals ✓ metals, abnormal pH, and oils and greases. Utilizing the Bacteria ✓ protocols in this fact sheet will prevent or reduce the discharge of Oil and Grease pollutants to stormwater from building and grounds Organics maintenance activities by washing and cleaning up with as little water as possible, following good landscape management practices, preventing and cleaning up spills immediately, keeping debris from entering the storm drains, and maintaining the stormwater collection system. Approach Reduce potential for pollutant discharge through source control pollution prevention and BMP implementation. Successful implementation depends on effective training of employees on applicable BMPs and general pollution prevention strategies and objectives. Pollution Prevention ■ Switch to non-toxic chemicals for maintenance when possible. ■ Choose cleaning agents that can be recycled. ■ Encourage proper lawn management and landscaping, A S Q A california includingf native vegetation.use onag on. CStormwater Quality Association January 2003 California Stormwater BMP Handbook 1 of 5 Industrial and Commercial www.cabmphandbooks.com SC-41 Building & Grounds Maintenance ■ Encourage use of Integrated Pest Management techniques for pest control. ■ Encourage proper onsite recycling of yard trimmings. ■ Recycle residual paints, solvents, lumber, and other material as much as possible. Suggested Protocols Pressure Washing of Buildings, Rooftops, and Other Large Objects ■ In situations where soaps or detergents are used and the surrounding area is paved, pressure washers must use a water collection device that enables collection of wash water and associated solids. A sump pump, wet vacuum or similarly effective device must be used to collect the runoff and loose materials. The collected runoff and solids must be disposed of properly. ■ If soaps or detergents are not used, and the surrounding area is paved, wash runoff does not have to be collected but must be screened. Pressure washers must use filter fabric or some other type of screen on the ground and/or in the catch basin to trap the particles in wash water runoff. ■ If you are pressure washing on a grassed area (with or without soap), runoff must be dispersed as sheet flow as much as possible, rather than as a concentrated stream. The wash runoff must remain on the grass and not drain to pavement. Landscaping Activities ■ Dispose of grass clippings, leaves, sticks, or other collected vegetation as garbage, or by composting. Do not dispose of collected vegetation into waterways or storm drainage systems. ■ Use mulch or other erosion control measures on exposed soils. Building Repair, Remodeling, and Construction ■ Do not dump any toxic substance or liquid waste on the pavement, the ground, or toward a storm drain. ■ Use ground or drop cloths underneath outdoor painting, scraping, and sandblasting work, and properly dispose of collected material daily. ■ Use a ground cloth or oversized tub for activities such as paint mixing and tool cleaning. ■ Clean paintbrushes and tools covered with water-based paints in sinks connected to sanitary sewers or in portable containers that can be dumped into a sanitary sewer drain. Brushes and tools covered with non-water-based paints, finishes, or other materials must be cleaned in a manner that enables collection of used solvents (e.g., paint thinner, turpentine, etc.) for recycling or proper disposal. ■ Use a storm drain cover, filter fabric, or similarly effective runoff control mechanism if dust, grit, wash water, or other pollutants may escape the work area and enter a catch basin. This is particularly necessary on rainy days. The containment device(s) must be in place at the beginning of the work day, and accumulated dirty runoff and solids must be collected and disposed of before removing the containment device(s) at the end of the work day. 2 of 5 California Stormwater BMP Handbook January 2003 Industrial and Commercial www.cabmphandbooks.com Building & Grounds Maintenance SC-41 ■ If you need to de-water an excavation site,you may need to filter the water before discharging to a catch basin or off-site. If directed off-site,you should direct the water through hay bales and filter fabric or use other sediment filters or traps. ■ Store toxic material under cover during precipitation events and when not in use. A cover would include tarps or other temporary cover material. Mowing, Trimming, and Planting ■ Dispose of leaves, sticks, or other collected vegetation as garbage, by composting or at a permitted landfill. Do not dispose of collected vegetation into waterways or storm drainage systems. ■ Use mulch or other erosion control measures when soils are exposed. ■ Place temporarily stockpiled material away from watercourses and drain inlets, and berm or cover stockpiles to prevent material releases to the storm drain system. ■ Consider an alternative approach when bailing out muddy water: do not put it in the storm drain; pour over landscaped areas. ■ Use hand weeding where practical. Fertilizer and Pesticide Management ■ Follow all federal, state, and local laws and regulations governing the use, storage, and disposal of fertilizers and pesticides and training of applicators and pest control advisors. ■ Use less toxic pesticides that will do the job when applicable. Avoid use of copper-based pesticides if possible. ■ Do not use pesticides if rain is expected. ■ Do not mix or prepare pesticides for application near storm drains. ■ Use the minimum amount needed for the job. ■ Calibrate fertilizer distributors to avoid excessive application. ■ Employ techniques to minimize off-target application (e.g., spray drift) of pesticides, including consideration of alternative application techniques. ■ Apply pesticides only when wind speeds are low. ■ Fertilizers should be worked into the soil rather than dumped or broadcast onto the surface. ■ Irrigate slowly to prevent runoff and then only as much as is needed. ■ Clean pavement and sidewalk if fertilizer is spilled on these surfaces before applying irrigation water. ■ Dispose of empty pesticide containers according to the instructions on the container label. January 2003 California Stormwater BMP Handbook 3 of 5 Industrial and Commercial www.cabmphandbooks.com SC-41 Building & Grounds Maintenance ■ Use up the pesticides. Rinse containers, and use rinse water as product. Dispose of unused pesticide as hazardous waste. ■ Implement storage requirements for pesticide products with guidance from the local fire department and County Agricultural Commissioner. Provide secondary containment for pesticides. Inspection ■ Inspect irrigation system periodically to ensure that the right amount of water is being applied and that excessive runoff is not occurring. Minimize excess watering and repair leaks in the irrigation system as soon as they are observed. Training ■ Educate and train employees on pesticide use and in pesticide application techniques to prevent pollution. ■ Train employees and contractors in proper techniques for spill containment and cleanup. ■ Be sure the frequency of training takes into account the complexity of the operations and the nature of the staff. Spill Response and Prevention ■ Keep your Spill Prevention Control and Countermeasure (SPCC) Plan up-to-date. ■ Place a stockpile of spill cleanup materials, such as brooms, dustpans, and vacuum sweepers (if desired) near the storage area where it will be readily accessible. ■ Have employees trained in spill containment and cleanup present during the loading/unloading of dangerous wastes, liquid chemicals, or other materials. ■ Familiarize employees with the Spill Prevention Control and Countermeasure Plan. ■ Clean up spills immediately. Other Considerations Alternative pest/weed controls may not be available, suitable, or effective in many cases. Requirements Costs ■ Cost will vary depending on the type and size of facility. ■ Overall costs should be low in comparison to other BMPs. Maintenance Sweep paved areas regularly to collect loose particles. Wipe up spills with rags and other absorbent material immediately, do not hose down the area to a storm drain. 4 of 5 California Stormwater BMP Handbook January 2003 Industrial and Commercial www.cabmphandbooks.com Building & Grounds Maintenance SC-41 Supplemental I nformation Further Detail of the BMP Fire Sprinkler Line Flushing Building fire sprinkler line flushing may be a source of non-stormwater runoff pollution. The water entering the system is usually potable water, though in some areas it may be non-potable reclaimed wastewater. There are subsequent factors that may drastically reduce the quality of the water in such systems. Black iron pipe is usually used since it is cheaper than potable piping, but it is subject to rusting and results in lower quality water. Initially, the black iron pipe has an oil coating to protect it from rusting between manufacture and installation; this will contaminate the water from the first flush but not from subsequent flushes. Nitrates, poly- phosphates and other corrosion inhibitors, as well as fire suppressants and antifreeze may be added to the sprinkler water system. Water generally remains in the sprinkler system a long time (typically a year) and between flushes may accumulate iron, manganese, lead, copper, nickel, and zinc. The water generally becomes anoxic and contains living and dead bacteria and breakdown products from chlorination. This may result in a significant BOD problem and the water often smells. Consequently dispose fire sprinkler line flush water into the sanitary sewer. Do not allow discharge to storm drain or infiltration due to potential high levels of pollutants in fire sprinkler line water. References and Resources California's Nonpoint Source Program Plan http://www.swrcb.ca.gov/nps/index.html Clark County Storm Water Pollution Control Manual http://www.co.clark.wa.us/pubworks/bmpman.pd King County Storm Water Pollution Control Manual http://dnr.metrokc.gov/wlr/dss/spcm.htm Mobile Cleaners Pilot Program: Final Report. 1997. Bay Area Stormwater Management Agencies Association (BASMAA). http://www.basmaa.org/ Pollution from Surface Cleaning Folder. 1996. Bay Area Stormwater Management Agencies Association (BASMAA). http://www.basmaa.org/ Santa Clara Valley Urban Runoff Pollution Prevention Program http://www.scvurppp.org The Storm Water Managers Resource Center http://www.stormwatercenter.net/ January 2003 California Stormwater BMP Handbook 5 of 5 Industrial and Commercial www.cabmphandbooks.com Building Repair and Construction SC-42 Objectives R � ■ Cover IRW V, � ■ Contain Ps .. ■ Educate ■ Reduce/Minimize Y jg7 a. ■ Recycle VY ..a{ a ..a. HATS AND ,� I gpPBTY _F__ k NU3T 3E WORN AT ALl THAES. ry h I 't Targeted Constituents Description Sediment ✓ Modifications are common particularly at large industrial sites. Nutrients The activity may vary from minor and normal building repair to Trash ✓ major remodeling, or the construction of new facilities. These Metals ✓ activities can generate pollutants including solvents, paints, paint Bacteria and varnish removers, finishing residues, spent thinners, soap Oil and Grease ✓ cleaners, kerosene, asphalt and concrete materials, adhesive Organics ✓ residues, and old asbestos installation. Protocols in this fact sheet are intended to prevent or reduce the discharge of pollutants to stormwater from building repair, remodeling, and construction by using soil erosion controls, enclosing or covering building material storage areas, using good housekeeping practices, using safer alternative products, and training employees. Approach Pollution Prevention ■ Recycle residual paints, solvents, lumber, and other materials to the maximum extent practical. ■ Buy recycled products to the maximum extent practical. ■ Inform on-site contractors of company policy on these matters and include appropriate provisions in their contract to ensure certain proper housekeeping and disposal practices are implemented. C A S Q A California Stormwater Quality Association January 2003 California Stormwater BMP Handbook 1 of 4 Industrial and Commercial www.cabmphandbooks.com SC-42 Building Repair and Construction ■ Make sure that nearby storm drains are well marked to minimize the chance of inadvertent disposal of residual paints and other liquids. Suggested Protocols Repair&Remodeling ■ Follow BMPs identified in Construction BMP Handbook. ■ Maintain good housekeeping practices while work is underway. ■ Keep the work site clean and orderly. Remove debris in a timely fashion. Sweep the area. ■ Cover materials of particular concern that must be left outside, particularly during the rainy season. ■ Do not dump waste liquids down the storm drain. ■ Dispose of wash water, sweepings, and sediments properly. ■ Store materials properly that are normally used in repair and remodeling such as paints and solvents. ■ Sweep out the gutter or wash the gutter and trap the particles at the outlet of the downspout if when repairing roofs, small particles have accumulated in the gutter. A sock or geofabric placed over the outlet may effectively trap the materials. If the downspout is tight lined, place a temporary plug at the first convenient point in the storm drain and pump out the water with a vactor truck, and clean the catch basin sump where you placed the plug. ■ Properly store and dispose waste materials generated from construction activities. See Construction BMP Handbook. ■ Clean the storm drain system in the immediate vicinity of the construction activity after it is completed. Painting ■ Enclose painting operations consistent with local air quality regulations and OSHA. ■ Local air pollution regulations may, in many areas of the state, specify painting procedures which if properly carried out are usually sufficient to protect water quality. ■ Develop paint handling procedures for proper use, storage, and disposal of paints. ■ Transport paint and materials to and from job sites in containers with secure lids and tied down to the transport vehicle. ■ Test and inspect spray equipment prior to starting to paint. Tighten all hoses and connections and do not overfill paint containers. ■ Mix paint indoors before using so that any spill will not be exposed to rain. Do so even during dry weather because cleanup of a spill will never be 100%effective. ■ Transfer and load paint and hot thermoplastic away from storm drain inlets. 2 of 4 California Stormwater BMP Handbook January 2003 Industrial and Commercial www.cabmphandbooks.com Building Repair and Construction SC-42 ■ Do not transfer or load paint near storm drain inlets. ■ Plug nearby storm drain inlets prior to starting painting and remove plugs when job is complete when there is significant risk of a spill reaching storm drains. ■ Cover nearby storm drain inlets prior to starting work if sand blasting is used to remove paint. ■ Use a ground cloth to collect the chips if painting requires scraping or sand blasting of the existing surface. Dispose the residue properly. ■ Cover or enclose painting operations properly to avoid drift. ■ Clean the application equipment in a sink that is connected to the sanitary sewer if using water based paints. ■ Capture all cleanup-water and dispose of properly. ■ Dispose of paints containing lead or tributyl tin and considered a hazardous waste properly. ■ Store leftover paints if they are to be kept for the next job properly, or dispose properly. ■ Recycle paint when possible. Dispose of paint at an appropriate household hazardous waste facility. Training Proper education of off-site contractors is often overlooked. The conscientious efforts of well trained employees can be lost by unknowing off-site contractors, so make sure they are well informed about what they are expected to do. Spill Response and Prevention ■ Keep your Spill Prevention Control and Countermeasure (SPCC) Plan up-to-date. ■ Place a stockpile of spill cleanup materials where it will be readily accessible. ■ Clean up spills immediately. ■ Excavate and remove the contaminated (stained) soil if a spill occurs on dirt. Limitations ■ This BMP is for minor construction only. The State's General Construction Activity Stormwater Permit has more requirements for larger projects. The companion "Construction Best Management Practice Handbook" contains specific guidance and best management practices for larger-scale projects. ■ Hazardous waste that cannot be reused or recycled must be disposed of by a licensed hazardous waste hauler. ■ Be certain that actions to help stormwater quality are consistent with Cal- and Fed-OSHA and air quality regulations. January 2003 California Stormwater BMP Handbook 3 of 4 Industrial and Commercial www.cabmphandbooks.com SC-42 Building Repair and Construction Requirements Costs These BMPs are generally low to modest in cost. Maintenance N/A Supplemental I nformation Further Detail of the BMP Soil/Erosion Control If the work involves exposing large areas of soil, employ the appropriate soil erosion and control techniques. See the Construction Best Management Practice Handbook. If old buildings are being torn down and not replaced in the near future, stabilize the site using measures described in SC-40 Contaminated or Erodible Areas. If a building is to be placed over an open area with a storm drainage system, make sure the storm inlets within the building are covered or removed, or the storm line is connected to the sanitary sewer. If because of the remodeling a new drainage system is to be installed or the existing system is to be modified, consider installing catch basins as they serve as effective "in- line" treatment devices. See Treatment Control Fact Sheet TC-20 Wet Pond/Basin in Section 5 of the New Development and Redevelopment Handbook regarding design criteria. Include in the catch basin a"turn-down" elbow or similar device to trap floatables. References and Resources California's Nonpoint Source Program Plan http://www.swrcb.ca.gov/nps/index,html Clark County Storm Water Pollution Control Manual http://www.co.clark.wa.us/pubworks/bmpman.pdf King County Storm Water Pollution Control Manual http://dnr.metrokc.gov/wlr/dss/spcm.htm Santa Clara Valley Urban Runoff Pollution Prevention Program http://www.scvurppp.org The Storm Water Managers Resource Center http://www.stormwatercenter.net/ 4 of 4 California Stormwater BMP Handbook January 2003 Industrial and Commercial www.cabmphandbooks.com Parking/Storage Area Maintenance SC-43 Objectives ■ Cover ■ Contain ,, a �1' ■ Educate �4- `` ■ Reduce/Minimize ,'* ►� ■ Product Substitution Y Targeted Constituents Description Sediment ✓ Parking lots and storage areas can contribute a number of Nutrients substances, such as trash, suspended solids, hydrocarbons, oil Trash ✓ and grease, and heavy metals that can enter receiving waters Metals ✓ through stormwater runoff or non-stormwater discharges. The Bacteria protocols in this fact sheet are intended to prevent or reduce the Oil and Grease ✓ discharge of pollutants from parking/storage areas and include Organics ✓ using good housekeeping practices, following appropriate cleaning BMPs, and training employees. Approach The goal of this program is to ensure stormwater pollution prevention practices are considered when conducting activities on or around parking areas and storage areas to reduce potential for pollutant discharge to receiving waters. Successful implementation depends on effective training of employees on applicable BMPs and general pollution prevention strategies and objectives. Pollution Prevention ■ Encourage alternative designs and maintenance strategies for impervious parking lots. (See New Development and Redevelopment BMP Handbook) ■ Keep accurate maintenance logs to evaluate BMP implementation. C A S Q A California Stormwater Quality Association January 2003 California Stormwater BMP Handbook 1 of 4 Industrial and Commercial www.cabmphandbooks.com SC-43 Parking/Storage Area Maintenance Suggested Protocols General ■ Keep the parking and storage areas clean and orderly. Remove debris in a timely fashion. ■ Allow sheet runoff to flow into biofilters (vegetated strip and swale) and/or infiltration devices. ■ Utilize sand filters or oleophilic collectors for oily waste in low quantities. ■ Arrange rooftop drains to prevent drainage directly onto paved surfaces. ■ Design lot to include semi-permeable hardscape. ■ Discharge soapy water remaining in mop or wash buckets to the sanitary sewer through a sink, toilet, clean-out, or wash area with drain. Controlling Litter ■ Post"No Littering" signs and enforce anti-litter laws. ■ Provide an adequate number of litter receptacles. ■ Clean out and cover litter receptacles frequently to prevent spillage. ■ Provide trash receptacles in parking lots to discourage litter. ■ Routinely sweep, shovel, and dispose of litter in the trash. Surface Cleaning ■ Use dry cleaning methods (e.g., sweeping,vacuuming) to prevent the discharge of pollutants into the stormwater conveyance system if possible. ■ Establish frequency of public parking lot sweeping based on usage and field observations of waste accumulation. ■ Sweep all parking lots at least once before the onset of the wet season. ■ Follow the procedures below if water is used to clean surfaces: - Block the storm drain or contain runoff. - Collect and pump wash water to the sanitary sewer or discharge to a pervious surface. Do not allow wash water to enter storm drains. - Dispose of parking lot sweeping debris and dirt at a landfill. ■ Follow the procedures below when cleaning heavy oily deposits: - Clean oily spots with absorbent materials. - Use a screen or filter fabric over inlet, then wash surfaces. 2 of 4 California Stormwater BMP Handbook January 2003 Industrial and Commercial www.cabmphandbooks.com Parking/Storage Area Maintenance SC-43 - Do not allow discharges to the storm drain. - Vacuum/pump discharges to a tank or discharge to sanitary sewer. - Appropriately dispose of spilled materials and absorbents. Surface Repair ■ Preheat, transfer or load hot bituminous material away from storm drain inlets. ■ Apply concrete, asphalt, and seal coat during dry weather to prevent contamination from contacting stormwater runoff. ■ Cover and seal nearby storm drain inlets where applicable (with waterproof material or mesh) and manholes before applying seal coat, slurry seal, etc. Leave covers in place until job is complete and all water from emulsified oil sealants has drained or evaporated. Clean any debris from these covered manholes and drains for proper disposal. ■ Use only as much water as necessary for dust control, to avoid runoff. ■ Catch drips from paving equipment that is not in use with pans or absorbent material placed under the machines. Dispose of collected material and absorbents properly. Inspection ■ Have designated personnel conduct inspections of parking facilities and stormwater conveyance systems associated with parking facilities on a regular basis. ■ Inspect cleaning equipment/sweepers for leaks on a regular basis. Training ■ Provide regular training to field employees and/or contractors regarding cleaning of paved areas and proper operation of equipment. ■ Train employees and contractors in proper techniques for spill containment and cleanup. Spill Response and Prevention ■ Keep your Spill Prevention Control and Countermeasure (SPCC) Plan up-to-date. ■ Place a stockpile of spill cleanup materials where it will be readily accessible or at a central location. ■ Clean up fluid spills immediately with absorbent rags or material. ■ Dispose of spilled material and absorbents properly. Other Considerations Limitations related to sweeping activities at large parking facilities may include high equipment costs, the need for sweeper operator training, and the inability of current sweeper technology to remove oil and grease. January 2003 California Stormwater BMP Handbook 3 of 4 Industrial and Commercial www.cabmphandbooks.com SC-43 Parking/Storage Area Maintenance Requirements Costs Cleaning/sweeping costs can be quite large. Construction and maintenance of stormwater structural controls can be quite expensive as well. Maintenance ■ Sweep parking lot regularly to minimize cleaning with water. ■ Clean out oil/water/sand separators regularly, especially after heavy storms. ■ Clean parking facilities regularly to prevent accumulated wastes and pollutants from being discharged into conveyance systems during rainy conditions. Supplemental Information Further Detail of the BMP Surface Repair Apply concrete, asphalt, and seal coat during dry weather to prevent contamination from contacting stormwater runoff. Where applicable, cover and seal nearby storm drain inlets (with waterproof material or mesh) and manholes before applying seal coat, slurry seal, etc. Leave covers in place until job is complete and all water from emulsified oil sealants has drained or evaporated. Clean any debris from these covered manholes and drains for proper disposal. Only use only as much water as is necessary for dust control to avoid runoff. References and Resources California's Nonpoint Source Program Plan http://www.swrcb.ca.gov/nps/index.html Clark County Storm Water Pollution Control Manual httl2://www.co.clark.wa.us/12ubworks/bml2man.12df King County Storm Water Pollution Control Manual http://dnr.metrokc.gov/wlr/dss/sl2cm.htm Pollution from Surface Cleaning Folder. 1996. Bay Area Stormwater Management Agencies Association (BASMAA). http://www.basmaa.org/ Oregon Association of Clean Water Agencies. Oregon Municipal Stormwater Toolbox for Maintenance Practices. June 1998. Santa Clara Valley Urban Runoff Pollution Prevention Program http://www.scvurppp.org The Storm Water Managers Resource Center http://www.stormwatercenter.net/ 4 of 4 California Stormwater BMP Handbook January 2003 Industrial and Commercial www.cabmphandbooks.com Drainage System Maintenance SC-44 Objectives ■ Cover ■ Contain ■ Educate Reduce/Minimize F + r ■ r y 4 Z�� Description As a consequence of its function, the stormwater conveyance Targeted Constituents system collects and transports urban runoff and stormwater that Sediment ✓ may contain certain pollutants. The protocols in this fact sheet Nutrients are intended to reduce pollutants reaching receiving waters Trash ✓ through proper conveyance system operation and maintenance. Metals Approach Bacteria ✓ Oil and Grease Pollution Prevention Organics Maintain catch basins, stormwater inlets, and other stormwater conveyance structures on a regular basis to remove pollutants, reduce high pollutant concentrations during the first flush of storms, prevent clogging of the downstream conveyance system, restore catch basins' sediment trapping capacity, and ensure the system functions properly hydraulically to avoid flooding. Suggested Protocols Catch Basins/Inlet Structures ■ Staff should regularly inspect facilities to ensure compliance with the following: - Immediate repair of any deterioration threatening structural integrity. - Cleaning before the sump is 40%full. Catch basins should be cleaned as frequently as needed to meet this standard. - Stenciling of catch basins and inlets (see SC34 Waste C A S Q A California Handling and Disposal). stormwater Quality Association January 2003 California Stormwater BMP Handbook 1 of 6 Industrial and Commercial www.cabmphandbooks.com SC-44 Drainage System Maintenance ■ Clean catch basins, storm drain inlets, and other conveyance structures before the wet season to remove sediments and debris accumulated during the summer. ■ Conduct inspections more frequently during the wet season for problem areas where sediment or trash accumulates more often. Clean and repair as needed. ■ Keep accurate logs of the number of catch basins cleaned. ■ Store wastes collected from cleaning activities of the drainage system in appropriate containers or temporary storage sites in a manner that prevents discharge to the storm drain. ■ Dewater the wastes if necessary with outflow into the sanitary sewer if permitted. Water should be treated with an appropriate filtering device prior to discharge to the sanitary sewer. If discharge to the sanitary sewer is not allowed, water should be pumped or vacuumed to a tank and properly disposed. Do not dewater near a storm drain or stream. Storm Drain Conveyance System ■ Locate reaches of storm drain with deposit problems and develop a flushing schedule that keeps the pipe clear of excessive buildup. ■ Collect and pump flushed effluent to the sanitary sewer for treatment whenever possible. Pump Stations ■ Clean all storm drain pump stations prior to the wet season to remove silt and trash. ■ Do not allow discharge to reach the storm drain system when cleaning a storm drain pump station or other facility. ■ Conduct routine maintenance at each pump station. ■ Inspect, clean, and repair as necessary all outlet structures prior to the wet season. Open Channel ■ Modify storm channel characteristics to improve channel hydraulics, increase pollutant removals, and enhance channel/creek aesthetic and habitat value. ■ Conduct channel modification/improvement in accordance with existing laws. Any person, government agency, or public utility proposing an activity that will change the natural (emphasis added) state of any river, stream, or lake in California, must enter into a Steam or Lake Alteration Agreement with the Department of Fish and Game. The developer-applicant should also contact local governments (city, county, special districts), other state agencies (SWRCB, RWQCB, Department of Forestry, Department of Water Resources), and Federal Corps of Engineers and USFWS. Illicit Connections and Discharges ■ Look for evidence of illegal discharges or illicit connections during routine maintenance of conveyance system and drainage structures: - Is there evidence of spills such as paints, discoloring, etc? 2 of 6 California Stormwater BMP Handbook January 2003 Industrial and Commercial www.cabmphandbooks.com Drainage System Maintenance SC-44 - Are there any odors associated with the drainage system? - Record locations of apparent illegal discharges/illicit connections? - Track flows back to potential dischargers and conduct aboveground inspections. This can be done through visual inspection of upgradient manholes or alternate techniques including zinc chloride smoke testing, fluorometric dye testing, physical inspection testing, or television camera inspection. - Eliminate the discharge once the origin of flow is established. ■ Stencil or demarcate storm drains,where applicable, to prevent illegal disposal of pollutants. Storm drain inlets should have messages such as "Dump No Waste Drains to Stream" stenciled next to them to warn against ignorant or intentional dumping of pollutants into the storm drainage system. ■ Refer to fact sheet SC-10 Non-Stormwater Discharges. Illegal Dumping ■ Inspect and clean up hot spots and other storm drainage areas regularly where illegal dumping and disposal occurs. ■ Establish a system for tracking incidents. The system should be designed to identify the following: - Illegal dumping hot spots - Types and quantities (in some cases) of wastes - Patterns in time of occurrence (time of day/night, month, or year) - Mode of dumping (abandoned containers, "midnight dumping"from moving vehicles, direct dumping of materials, accidents/spills) - Responsible parties ■ Post"No Dumping" signs in problem areas with a phone number for reporting dumping and disposal. Signs should also indicate fines and penalties for illegal dumping. ■ Refer to fact sheet SC-10 Non-Stormwater Discharges. Training ■ Train crews in proper maintenance activities, including record keeping and disposal. ■ Allow only properly trained individuals to handle hazardous materials/wastes. ■ Have staff involved in detection and removal of illicit connections trained in the following: - OSHA-required Health and Safety Training (29 CFR 1910.120) plus annual refresher training (as needed). January 2003 California Stormwater BMP Handbook 3 of 6 Industrial and Commercial www.cabmphandbooks.com SC-44 Drainage System Maintenance - OSHA Confined Space Entry training (Cal-OSHA Confined Space, Title 8 and Federal OSHA 29 CFR 1910.146). - Procedural training (field screening, sampling, smoke/dye testing, TV inspection). Spill Response and Prevention ■ Investigate all reports of spills, leaks, and/or illegal dumping promptly. ■ Clean up all spills and leaks using"dry" methods (with absorbent materials and/or rags) or dig up, remove, and properly dispose of contaminated soil. ■ Refer to fact sheet SC-11 Spill Prevention, Control, and Cleanup. Other Considerations (Limitations and Regulations) ■ Clean-up activities may create a slight disturbance for local aquatic species. Access to items and material on private property may be limited. Trade-offs may exist between channel hydraulics and water quality/riparian habitat. If storm channels or basins are recognized as wetlands, many activities, including maintenance, may be subject to regulation and permitting. ■ Storm drain flushing is most effective in small diameter pipes (36-inch diameter pipe or less, depending on water supply and sediment collection capacity). Other considerations associated with storm drain flushing may include the availability of a water source, finding a downstream area to collect sediments, liquid/sediment disposal, and prohibition against disposal of flushed effluent to sanitary sewer in some areas. ■ Regulations may include adoption of substantial penalties for illegal dumping and disposal. ■ Local municipal codes may include sections prohibiting discharge of soil, debris, refuse, hazardous wastes, and other pollutants into the storm drain system. Requirements Costs ■ An aggressive catch basin cleaning program could require a significant capital and O&M budget. ■ The elimination of illegal dumping is dependent on the availability, convenience, and cost of alternative means of disposal. The primary cost is for staff time. Cost depends on how aggressively a program is implemented. Other cost considerations for an illegal dumping program include: - Purchase and installation of signs. - Rental of vehicle(s) to haul illegally-disposed items and material to landfills. - Rental of heavy equipment to remove larger items (e.g., car bodies) from channels. - Purchase of landfill space to dispose of illegally-dumped items and material. 4 of 6 California Stormwater BMP Handbook January 2003 Industrial and Commercial www.cabmphandbooks.com Drainage System Maintenance SC-44 ■ Methods used for illicit connection detection (smoke testing, dye testing,visual inspection, and flow monitoring) can be costly and time-consuming. Site-specific factors, such as the level of impervious area, the density and ages of buildings, and type of land use will determine the level of investigation necessary. Maintenance ■ Two-person teams may be required to clean catch basins with vactor trucks. ■ Teams of at least two people plus administrative personnel are required to identify illicit discharges, depending on the complexity of the storm sewer system. ■ Arrangements must be made for proper disposal of collected wastes. ■ Technical staff are required to detect and investigate illegal dumping violations. Supplemental I nformation Further Detail of the BMP Storm Drain Flushing Flushing is a common maintenance activity used to improve pipe hydraulics and to remove pollutants in storm drainage systems. Flushing may be designed to hydraulically convey accumulated material to strategic locations, such as an open channel, another point where flushing will be initiated, or the sanitary sewer and the treatment facilities,thus preventing resuspension and overflow of a portion of the solids during storm events. Flushing prevents "plug flow" discharges of concentrated pollutant loadings and sediments. Deposits can hinder the designed conveyance capacity of the storm drain system and potentially cause backwater conditions in severe cases of clogging. Storm drain flushing usually takes place along segments of pipe with grades that are too flat to maintain adequate velocity to keep particles in suspension. An upstream manhole is selected to place an inflatable device that temporarily plugs the pipe. Further upstream,water is pumped into the line to create a flushing wave. When the upstream reach of pipe is sufficiently full to cause a flushing wave, the inflated device is rapidly deflated with the assistance of a vacuum pump, thereby releasing the backed up water and resulting in the cleaning of the storm drain segment. To further reduce impacts of stormwater pollution, a second inflatable device placed well downstream may be used to recollect the water after the force of the flushing wave has dissipated. A pump may then be used to transfer the water and accumulated material to the sanitary sewer for treatment. In some cases, an interceptor structure may be more practical or required to recollect the flushed waters. It has been found that cleansing efficiency of periodic flush waves is dependent upon flush volume, flush discharge rate, sewer slope, sewer length, sewer flow rate, sewer diameter, and population density. As a rule of thumb, the length of line to be flushed should not exceed 700 feet. At this maximum recommended length, the percent removal efficiency ranges between 65- 75%for organics and 55-65%for dry weather grit/inorganic material. The percent removal efficiency drops rapidly beyond that. Water is commonly supplied by a water truck, but fire hydrants can also supply water. To make the best use of water, it is recommended that reclaimed water be used or that fire hydrant line flushing coincide with storm sewer flushing. January 2003 California Stormwater BMP Handbook 5 of 6 Industrial and Commercial www.cabmphandbooks.com SC-44 Drainage System Maintenance References and Resources California's Nonpoint Source Program Plan http://www.swrcb.ca.gov/nps/index.html Clark County Storm Water Pollution Control Manual httl2://www.co.clark.wa.us/12ubworks/bml2man.12df Ferguson, B.K. 1991. Urban Stream Reclamation, p. 324-322,Journal of Soil and Water Conservation. King County Storm Water Pollution Control Manual http://dnr.metrokc.gov/wlr/dss/sl2cm.htm Oregon Association of Clean Water Agencies. Oregon Municipal Stormwater Toolbox for Maintenance Practices. June 1998. Santa Clara Valley Urban Runoff Pollution Prevention Program http://www.scvurppp.org The Storm Water Managers Resource Center http://www.stormwatercenter.net United States Environmental Protection Agency (USEPA). 2002. Pollution Prevention/Good Housekeeping for Municipal Operations Storm Drain System Cleaning. On line: http://www.epa.gov/npdes/menuofbml2s/poll 16.htm 6 of 6 California Stormwater BMP Handbook January 2003 Industrial and Commercial www.cabmphandbooks.com Efficient Irrigation SD- 12 Design Objectives ft§ !1 Maximize Infiltration Q Provide Retention + � �" Q Q Slow Runoff INFIRM Minimize Impervious Land Coverage Prohibit Dumping of Improper Materials _ Contain Pollutants Collect and Convey Description Irrigation water provided to landscaped areas may result in excess irrigation water being conveyed into stormwater drainage systems. Approach Project plan designs for development and redevelopment should include application methods of irrigation water that minimize runoff of excess irrigation water into the stormwater conveyance system. Suitable Applications Appropriate applications include residential, commercial and industrial areas planned for development or redevelopment. (Detached residential single-family homes are typically excluded from this requirement.) Design Considerations Designing New Installations The following methods to reduce excessive irrigation runoff should be considered, and incorporated and implemented where determined applicable and feasible by the Permittee: ■ Employ rain-triggered shutoff devices to prevent irrigation after precipitation. ■ Design irrigation systems to each landscape area's specific water requirements. ■ Include design featuring flow reducers or shutoff valves triggered by a pressure drop to control water loss in the event of broken sprinkler heads or lines. ■ Implement landscape plans consistent with County or City water conservation resolutions,which may include provision of water sensors, programmable irrigation times (for short cycles), etc. 11141 CALIFORNIA. RMWATER __.�I. A January 2003 California Stormwater BMP Handbook 1 of 2 New Development and Redevelopment www.cabmphandbooks.com SD- 12 Efficient Irrigation ■ Design timing and application methods of irrigation water to minimize the runoff of excess irrigation water into the storm water drainage system. ■ Group plants with similar water requirements in order to reduce excess irrigation runoff and promote surface filtration. Choose plants with low irrigation requirements(for example, native or drought tolerant species). Consider design features such as: - Using mulches(such as wood chips or bar)in planter areas without ground cover to minimize sediment in runoff - Installing appropriate plant materials for the location,in accordance with amount of sunlight and climate, and use native plant materials where possible and/or as recommended by the landscape architect - Leaving a vegetative barrier along the property boundary and interior watercourses,to act as a pollutant filter,where appropriate and feasible - Choosing plants that minimize or eliminate the use of fertilizer or pesticides to sustain growth ■ Employ other comparable, equally effective methods to reduce irrigation water runoff. Redeveloping Existing Installations Various jurisdictional stormwater management and mitigation plans(SUSMP,WQMP, etc.) define"redevelopment"in terms of amounts of additional impervious area, increases in gross floor area and/or exterior construction, and land disturbing activities with structural or impervious surfaces. The definition of"redevelopment"must be consulted to determine whether or not the requirements for new development apply to areas intended for redevelopment. If the definition applies,the steps outlined under"designing new installations" above should be followed. Other Resources A Manual for the Standard Urban Stormwater Mitigation Plan(SUSMP), Los Angeles County Department of Public Works,May 2002. Model Standard Urban Storm Water Mitigation Plan(SUSMP)for San Diego County, Port of San Diego, and Cities in San Diego County, February 14, 2002. Model Water Quality Management Plan(WQMP)for County of Orange, Orange County Flood Control District, and the Incorporated Cities of Orange County, Draft February 2003. Ventura Countywide Technical Guidance Manual for Stormwater Quality Control Measures, July 2002. 2 of 2 California Stormwater BMP Handbook January 2003 New Development and Redevelopment www.cabmphandbooks.com Storm Drain Signage SD- 13 Design Objectives _ . Maximize Infiltration _ Provide Retention Slow Runoff Minimize Impervious Land Coverage ..- Q Prohibit Dumping of Improper Materials Contain Pollutants r Collect and Convey " roH` R ++••kll nJ Description Waste materials dumped into storm drain inlets can have severe impacts on receiving and ground waters. Posting notices regarding discharge prohibitions at storm drain inlets can prevent waste dumping. Storm drain signs and stencils are highly visible source controls that are typically placed directly adjacent to storm drain inlets. Approach The stencil or affixed sign contains a brief statement that prohibits dumping of improper materials into the urban runoff conveyance system. Storm drain messages have become a popular method of alerting the public about the effects of and the prohibitions against waste disposal. Suitable Applications Stencils and signs alert the public to the destination of pollutants discharged to the storm drain. Signs are appropriate in residential, commercial, and industrial areas, as well as any other area where contributions or dumping to storm drains is likely. Design Considerations Storm drain message markers or placards are recommended at all storm drain inlets within the boundary of a development project. The marker should be placed in clear sight facing toward anyone approaching the inlet from either side. All storm drain inlet locations should be identified on the development site map. Designing New Installations The following methods should be considered for inclusion in the project design and show on project plans: ■ Provide stenciling or labeling of all storm drain inlets and catch basins, constructed or modified,within the project area with prohibitive language. Examples include"NO DUMPING CALIFORNIA. RMWATER si--1 __.�I. A January 2003 California Stormwater BMP Handbook 1 of 2 New Development and Redevelopment www.cabmphandbooks.com SD- 13 Storm Drain Signage —DRAINS TO OCEAN" and/or other graphical icons to discourage illegal dumping. ■ Post signs with prohibitive language and/or graphical icons,which prohibit illegal dumping at public access points along channels and creeks within the project area. Note -Some local agencies have approved specific signage and/or storm drain message placards for use. Consult local agency stormwater staff to determine specific requirements for placard types and methods of application. Redeveloping Existing Installations Various jurisdictional stormwater management and mitigation plans(SUSMP,WQMP, etc.) define"redevelopment"in terms of amounts of additional impervious area, increases in gross floor area and/or exterior construction, and land disturbing activities with structural or impervious surfaces. If the project meets the definition of"redevelopment",then the requirements stated under"designing new installations" above should be included in all project design plans. Additional Information Maintenance Considerations ■ Legibility of markers and signs should be maintained. If required by the agency with jurisdiction over the project,the owner/operator or homeowner's association should enter into a maintenance agreement with the agency or record a deed restriction upon the property title to maintain the legibility of placards or signs. Placement ■ Signage on top of curbs tends to weather and fade. ■ Signage on face of curbs tends to be worn by contact with vehicle tires and sweeper brooms. Supplemental Information Examples ■ Most MS4 programs have storm drain signage programs. Some MS4 programs will provide stencils, or arrange for volunteers to stencil storm drains as part of their outreach program. Other Resources A Manual for the Standard Urban Stormwater Mitigation Plan(SUSMP), Los Angeles County Department of Public Works,May 2002. Model Standard Urban Storm Water Mitigation Plan(SUSMP) for San Diego County, Port of San Diego, and Cities in San Diego County, February 14, 2002. Model Water Quality Management Plan(WQMP)for County of Orange, Orange County Flood Control District, and the Incorporated Cities of Orange County, Draft February 2003. 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E 0 = n ® 0 � n o n .0 = ¢ c 2 % & \ co ® � 0 3 0 9 _0 5@ / ? 5 5 » @ E E _ _ _ _ _ _f _ @ Co S J 2 0 0 y 0 E 0 / e 2 0 0 O 2 3 n o 0 E E m » L) E E y .m » 2 E U) § cuk » o O .- � oE CD A » � Lu nCL E U) Exhibit B, Operations and Maintenance Plan Page 11 of 10 Required Permits See attachments for the operation, and maintenance of the BMPs. Permit for connection to sanitary sewer will be required. Forms to Record BMP Implementation. Maintenance. and Ins ep ction The form that will be used to record implementation, maintenance, and inspection of BMPs is attached. Recordkeeping All records must be maintained for at least five (5) years and must be made available for review upon request. RECORD OF BMP IMPLEMENTATION, MAINTENANCE, AND INSPECTION Today's Date: Name of Person Performing Activity (Printed): Signature: BMP Name Brief Description of Implementation, Maintenance, and As Shown in 0&M Plan Inspection Activity Performed B10-7: Proprietary Biotreatment Connector Pipe Screen (CPS) Sump Pump MAINTENANCE MWS - Linear Hybrid Stormwater Filtration System M O D U L A R TM WETLAND Modular Wetland Systems, Inc. www.modularwetlands.com P.O. Box 869 P 760-433-7640 Oceanside, CA 92049 F 760-433-3179 MAINTENANCE Maintenance Summary- • Clean Bio Clean® Catch Basin Filter-average maintenance interval is 3 to 6 months. (15 minute service time). • Clean Separation (sediment) Chamber-average maintenance interval is 6 to 18 months. (30 minute service time). • Replace Cartridge Filter Media (BioMediaGREEN TM)-average maintenance interval 6- 12 months. ■ (45 minute service time). • Replace Drain Down Filter Media (BioMediaGREEN TM)-average maintenance interval is 6 to 12 months. (5 minute service trine). • Trim Vegetations-average maintenance interval is 3 to 6 months. (15 minute service time). • Evaluate Wetland Media Flow Hydraulic Conductivity-average inspection interval is once per year. ■ (5 minute inspection time) • Wetland Media Replacement-average maintenance interval is 5 to 20 years. (6 hours). For more information on maintenance procedures, to order replacement media or find an authorized service company please contact: Modular Wetland Systems, Inc 2972 San Luis Rey Road Oceanside, CA 92058 Phone: 760-433-7640 M 0 D U L A R Fax: 760-433-3176 WETLANDS" Email: info@modularwetiands.com System Diagram - Access to screening device, sediment chamber and cartridge filter 1 Access to drain down filter and Inflow Pipe flow valves (optional) Pre-Treatment Chamber a Wetland Biofiltration Chamber outflow Pipe Discharge Maintenance Overview— Chamber A. Every installed MWS - Linear unit is to be maintained by the Supplier, or a Supplier approved contractor. The cost of this service varies among providers. B. The MWS - Linear is a multi-stage stormwater treatment system. Each stage protects subsequent stages from clogging. Stages include: screening (some models), separation, pre-filtration, and biofiltration. The biofiltration stage contains vegetation on most models. 1. Clean Catch Basin Filter-Screening is provided by a catch basin filter. The filter has a trash and sediment capacity of 2 (curb type) and 4 (grate type) cubic feet. The filter removes gross solids, including litter, and sediments greater than 200 microns. This procedure is easily done by hand or with a small industrial vacuum device or by hand. This filter is located directly under the manhole or grate access cover. 2. Clean Separation (sediment) Chamber-separation occurs in the pre-treatment chamber located directly under the curb or grated inlet. This chamber has a capacity of approximately 21 cubic feet for trash, debris and sediments. This chamber targets TSS, and particulate metals and nutrients. This procedure can be performed by hand or with a standard vacuum truck. This chamber is located directly under the manhole or grate access cover. 3. Replace Media in Pre-Filtration Cartridges- Primary filtration is provided by a horizontal flow cartridge filter utilizing BioMediaGREEN. The cartridge filter with BioMediaGREEN targets fine TSS, metals, nutrients, hydrocarbons, turbidity and bacteria. Media life depends on local loading conditions and can easily be replaced and disposed of without any equipment. The filters are located in the pre-treatment chamber. Entry into chamber required to replace BioMediaGREEN. Each cartridge contain 14 pieces of 20"tall BioMediaGREEN. This material can be ordered by the manufacture. 4. Replace Drain Down Filter Media-A drain down filter, similar in function to the perimeter filter is located in the discharge chamber. This filter allows standing water to be drained and filtered out of the separation chamber. This addresses any vector issues, by eliminating all standing water within this system. Replacement of media takes approximately 5 minutes and is performed without any equipment. 5. Trim Vegetations-The system utilizes vegetation in the biofiltration chamber to provide enhanced treatment for dissolved pollutants including nutrients and metals. The vegetation will need to be maintained (trimmed) as needed. This can be done as part of the project normal landscape maintenance. NO FERTILIZER SHALL BE USED IN THIS CHAMBER. 6. WetlandMedia Replacement- biofiltration is provided by a horizontal flow vegetated wetland. This biofilter targets the finest TSS, dissolved nutrients, dissolved metals, organics, pesticides, oxygen demanding substances and bacteria. This filter provides the final polishing step of treatment. If prior treatment stages are properly maintained, the life of this media can be up to 20 years. Replacement of the media is simple. Removal of spent media can be done with a shovel of a vacuum truck. This media can be order from the manufacturer. C. The MWS - Linear catch basin filter, separation chamber, cartridge filter media and wetland media are designed to allow for the use of vacuum removal of captured pollutants and spent filter media by centrifugal compressor vacuum units without causing damage to the filter or during normal cleaning and maintenance. Filter and chambers can be cleaned from finish surface through standard manhole or grate access. Maintenance Procedures— 1. Clean Catch Basin Filter— Modular Wetland Systems, Inc. recommends the catch basin filter be inspected and cleaned a minimum of once every six months and replacement of hydrocarbon booms once a year. The procedure is easily done with the use of any standard vacuum truck. This procedure takes approximately 15 minutes. 1. Remove grate or manhole to gain access to catch basin filter insert. Remove the deflector shield (grate type only) with the hydrocarbon boom attached. Where possible the maintenance should be performed from the ground surface. Note: entry into an underground stormwater vault such as an inlet vault requires certification in confined space training. 2. Remove all trash, debris, organics, and sediments collected by the inlet filter insert. Removal of the trash and debris can be done manually or with the use of a vacuum truck. The hose of the vacuum truck will not damage the screen of the filter. 3. Evaluation of the hydrocarbon boom shall be performed at each cleaning. If the boom is filled with hydrocarbons and oils it should be replaced. Attach new boom to basket with plastic ties through pre-drilled holes in basket. Place the deflector shield (grate type only) back into the filter. 4. Transport all debris, trash, organics and sediments to approved facility for disposal in accordance with local and state requirements. 5. The hydrocarbon boom may be classified as hazardous material and will have to be picked up and disposed of as hazardous waste. Hazardous material can only be handled by a certified hazardous waste trained person (minimum 24-hour hazwoper). 2. Clean Separation (sediment) Chamber— Modular Wetland Systems, Inc. recommends the separation chamber be inspected and cleaned a minimum of once a year. The procedure is easily done with the use of any standard vacuum truck. This procedure takes approximately 30 minutes 1. Remove grate or manhole to gain access to the catch basin filter. 2. Remove catch basin filter. Where possible the maintenance should be performed from the ground surface. Note: entry into an underground stormwater vault such as an inlet vault requires certification in confined space training. 3. With a pressure washer spray down pollutants accumulated on walls and cartridge filters. 4. Vacuum out separation chamber and remove all accumulated debris and sediments. 5. Replace catch basin filter, replace grate or manhole cover. 6. Transport all debris, trash, organics and sediments to approved facility for disposal in accordance with local and state requirements. 3. Replace Media in Pre-Filter Cartridges — Modular Wetland Systems, Inc. recommends the cartridge filters media be inspected and cleaned a minimum of once a year. The procedure will require prior maintenance of separation chamber. Replacement otmedia takes approximately 15 minutes per cartidge 1. Remove grate or manhole to gain access to the catch basin filter. 2. Remove catch basin filter. Where possible the maintenance should be performed from the ground surface. Note: entry into an underground stormwater vault such as an inlet vault requires certification in confined space training. 3. Enter separation chamber. 4. Unscrew the two %2" diameter bolts holding the lid on each cartridge filter and remove lid and place outside of unit. 5. Remove each of the 14 BioMediaGREEN filter blocks in each cartridge and remove from chamber for disposal. 6. Spray down the outside and inside of the cartridge filter to remove any accumulated sediments. 7. Replace with new BioMediaGREEN filter blocks insuring the blocks are properly lined up and seated in the bottom. 8. Replace the lid and tighten down bolts. 9. Replace catch basin filter, replace grate or manhole cover. 10. Transport all debris, trash, organics, spent media and sediments to approved facility for disposal in accordance with local and state requirements. 4. Replace Drain Down Filter Media (BioMediaGREEN TM)— Modular Wetland Systems, Inc. recommends the drain down filter be inspected and maintained a minimum of once a year. Replacement of media takes approximately 5 minutes. 1. Open hatch of discharge chamber 2. Enter chamber, unlatch drain down filter cover. 3. Remove BioMediaGREEN filter block 4. Replace with new block, replace and latch cover. 5. Exit chamber, close and lock down the hatch. 6. Transport spent media to approved facility for disposal in accordance with local and state requirements. 5. Trim Vegetations— Modular Wetland Systems, Inc. recommends the plants/vegetation be inspected and maintained a minimum of once a year. It is also recommended that the plants receive the same care as other landscaped areas. Note: No fertilizer is to be used on this area. Trimming of vegetation takes approximately 95 minutes. 6. Wetland Media Replacement— Modular Wetland Systems, Inc. recommends the wetland media be replaced a minimum of one every 20 years. Inspection takes approximately 15 minutes. Replacement of rock media takes approximately 6 hours and requires a vacuum truck. 1. Remove plants from the wetland chamber. 2. Use a vacuum truck or shovel to remove all wetland media. 3. Spray down the walls and floor of the chamber and vacuum out any accumulated pollutants. 4. Spray down perforated piping and netting of flow matrix and the inflow and outflow end to remove any accumulated pollutants. 5. Vacuum out any standing water from the media removal and insure the chamber is cleaning. 6. Use a small backhoe to fill chamber with new media. Call Modular Wetland Systems, Inc. for media delivery information. 7. Install BioMediaGREEN filter blocks across over the entire filter bed. Fill with media until 9"from top. The install filter blocks which are 3" thick. Fill the top 6" inches with wetland media. 8. Plant new vegetation in the same configuration and quantity as old vegetation. Dig down until the BioMediaGREEN is exposed. Cut out a small circle of the BioMediaGREEN. Remove plant from container including soil ball and place in the whole cut out of the BioMediaGREEN. Cover up with wetland media. 9. Spray down the plants and media with water to saturate. 10. Continue supplemental irrigation (spray or drip) for at lest 90 days. 7. Other Maintenance Notes— 1. Following maintenance and/or inspection, the maintenance operator shall prepare a maintenance/inspection record. The record shall include any maintenance activities performed, amount and description of debris collected, and condition of the system and its various filter mechanism. . 2. The owner shall retain the maintenance/inspection record for a minimum of five years from the date of maintenance. These records shall be made available to the governing municipality for inspection upon request at any time. 3. Any person performing maintenance activities must have completed a minimum of OSHA 24-hour hazardous waste worker (hazwoper) training. 4. Remove access manhole lid or grate to gain access to filter screens and sediment chambers. Where possible the maintenance should be performed from the ground surface. Note: entry into an underground stormwater vault such as an inlet vault requires certification in confined space training. 5. Transport all debris, trash, organics and sediments to approved facility for disposal in accordance with local and state requirements. 6. The hydrocarbon boom is classified as hazardous material and will have to be picked up and disposed of as hazardous waste. Hazardous material can only be handled by a certified hazardous waste trained person (minimum 24-hour hazwoper). Maintenance Sequence - 1i Access Pre-Treatment Chamber by Removing Assess Pollutant Loading in Catch Basin Filter Manhole or Grate Cover and Sediment Chamber Vacuum Catch Basin Filter Remove Catch Basin Filter r x_ w 1 twFf a Vacuum out the Sediment Chamber Enter Chamber Remove Lids of Cartridge Filters Remove Spent BioMediaGREEN Filter Blocks Spray Down and Clean Cartridge Filter Housing Y' µ m 1' bill r� t- Replace with New BioMediaGREEN Filter Blocks Open Discharge Chamber Lid to Asses Wetland and Replace Lid, then Catch Basin Filter and Media Flow Rate and Replace Drain Down Filter Replace Manhole or Grate Near Bottom M O D U L A R WETLANDS. Please Contact Modular Wetland Systems, Inc. for More Information: 760-433-7640 Evaluate Vegetation and Trim if Needed. info@modularwetlands.com Maintenance Complete! Bi�VCLEAN Cleaning and Maintenance Report E .111M.111 sEa 1. ,N Modular Wetlands System WETLANDS Project Name For Office Use Only Project Address (city) (Zip Code) (Reviewed By) Owner/Management Company pate) Office personnel to complete section to Contact Phone( ) — the left. Inspector Name Date / / Time AM/PM Type of Inspection ❑ Routine ❑ Follow Up ❑Complaint ❑Storm Storm Event in Last 72-hours? ❑ No ❑ Yes Weather Condition Additional Notes Condition of Media Operational Per Site GPS Coordinates Manufacturer/ Trash Foliage Sediment Total Debris 25/50/75/100 Manufactures' Map# of Insert Description/Sizing Accumulation Accumulation Accumulation Accumulation (will be changed Specifications @ 75%) (If not,why?) Lat: MWS Catch Basins Long: MWS Sedimentation Basin Media Filter Condition Plant Condition Drain Down Media Condition Discharge Chamber Condition Drain Down Pipe Condition Inlet and Outlet Pipe Condition Comments: 2972 San Luis Rey Road,Oceanside,CA 92058 P.760.433.7640 F.760.433.3176 8 j *, C'LEAN' Inspection Report CNVRONMENraz 5j5Av«ef,, � Modular Wetlands System m0LANL5 Project Name For Office Use Only Project Address (city) (Zip Code) (Reviewed By) Owner/Management Company (Date) Office personnel to complete section to Contact Phone( ) — the left. Inspector Name Date / / Time AM/PM Type of Inspection ❑ Routine ❑ Follow Up ❑ Complaint ❑ Storm Storm Event in Last 72-hours? ❑ No ❑ Yes Weather Condition Additional Notes Inspection Checklist Modular Wetland System Type(Curb, Grate or UG Vault): Size (22', 14' or etc.): Structural Integrity: Yes No Comments Damage to pre-treatment access cover(manhole cover/grate)or cannot be opened using normal lifting pressure? Damage to discharge chamber access cover(manhole cover/grate)or cannot be opened using normal lifting pressure? Does the MWS unit show signs of structural deterioration(cracks in the wall,damage to frame)? Is the inlet/outlet pipe or drain down pipe damaged or otherwise not functioning properly? Working Condition: Is there evidence of illicit discharge or excessive oil,grease,or other automobile fluids entering and clogging th unit? Is there standing water in inappropriate areas after a dry period? Is the filter insert(if applicable)at capacity and/or is there an accumulation of debris/trash on the shelf system? Does the depth of sediment/trash/debris suggest a blockage of the inflow pipe,bypass or cartridge filter? If yes Depth: specify which one in the comments section. Note depth of accumulation in in pre-treatment chamber. Chamber: Does the cartridge filter media need replacement in pre-treatment chamber and/or discharge chamber? Any signs of improper functioning in the discharge chamber? Note issues in comments section. Other Inspection Items: Is there an accumulation of sediment/trash/debris in the wetland media(if applicable)? Is it evident that the plants are alive and healthy(if applicable)?Please note Plant Information below. Is there a septic or foul odor coming from inside the system? Waste: Yes No Recommended Maintenance Plant Information Sediment/Silt/Clay No Cleaning Needed Damage to Plants Trash/Bags/Bottles Schedule Maintenance as Planned Plant Replacement Green Waste/Leaves/Foliage Needs Immediate Maintenance Plant Trimming Additional Notes: 2972 San Luis Rey Road,Oceanside,CA 92058 P(760)433-7640 F(760)433-3176 iowClean A Forterra Company iclsr �, ��ttttt� ��11 � f}jitl�� d. ,�"����11V.. �;+i ���i���J��1ilri ,�frYY'-I�.rYY�{�4+�•f`<� f�,Y. OVERVIEW The Hydra Connector Pipe Screen (Hydra CPS) is designed to utilize existing catch basins, allowing them to efficiently capture 100% of trash and debris. The Hydra CPS technology can be retrofitted into any curb or drop inlet to help municipalities meet current stormwater regulations and comply with their NPDES or MS4 permit. Hydra CPS devices can be used for new site developments as the first line of defense to prevent trash and debris from reaching downstream stormwater BMPs where they can cause clogging and unnecessary maintenance burdens. Constructed from 100% 304 perforated stainless steel, the system is feasible, effective, and built to last. An innovative curved design with multiple cross supports ensures the device can withstand several hundred pounds of pressure, far exceeding the 60-plus pound requirement by the County of Los Angeles. Its modular design makes it easy to insert through a 24-inch diameter manhole and assemble inside the basin within minutes. The center piece comes in different lengths allowing it to be used with outlet pipe sizes up to 48 inches or greater. For catch basins with pipes exiting in the corner, the system can easily be adapted to an U shape using a single corner piece and a single center piece. Reinforcement Bracket Perforated Stainless Steel Panels S Panels retain all trash larger than 5mm • • n'k 4-.,vit. tititi.., n`.:��:: � � � . • . . . � 1. OPERATION i w=� Treated flows enter the basin and are passed through the Hydra CPS which retains all trash and debris down to 5 mms in size. High flows are allowed to bypass over the top of the Hydra CPS during intense storm events. CONFIGURATIONS u l�ti"Iqp U-Shape �,�.�� L-Shape o INSTALLATION MAINTENANCE s rx 84 .a7 Wx o The modular design of the system makes installation The Hydra CPS makes any catch basin a Full Trash fast and easy. Rounded end pieces and center Capture device. Maintenance of the catch basin sections fit through any standard manhole. The can be performed using a standard vacuum truck system is assembled using self-tapping screws and or removed by hand. concrete drive pins. v r, I (IIIIII� �����Iu� �I�I�Illllillllllllllll�i��l�l�l�l'll��I����`��cy�yco�x \"'����` Y r n n", R, a ,rte A Forterra Company 5796 Armada Drive Suite 250 Carlsbad, CA 92008 855.566.3938 stormwater@forterrabp.com biocleanenvironmental.com 102119 io A Clean A Forterra Company Hydra Connector Pipe Screen (CPS) Operation & Maintenance (O&M) Note CPS devices should be maintained by individuals who are trained in proper disposal procedures, confined space entry and traffic safety regulations. When servicing a Hydra CPS device be sure to follow all safety and traffic control protocols as well as wearing all proper personal protection equipment such as gloves, safety glasses, hard-hat, safety vest and work boots. Visual Inspection 1. Begin by inspecting the inflow of the catch basin where the Hydra CPS device is located. Check for any obstructions to inflow of the CB unit. If any large obstructions are found, have them removed. Once the inflow inspection is completed, remove the man-hole cover for further inspection. (Note: Confined Space Entry Procedures may apply if trained personnel intend to enter the interior space of any Catch Basin. Please follow all applicable confined space entry procedures) 2. Remove the manhole cover and visually estimate the amount and types of debris found in the CB unit. Look for any visual signs of damage that may compromise the CB unit to function properly. Inspect for any standing water in the CB unit as well as for large amounts of sediment and debris surrounding the CPS device. If standing water and high sediment volume is found, remove water, sediment and debris by vacuum truck or by other debris removal methods. Cleaning Procedures and Frequencies 1. Like all other storm water BMP's, Hydra CPS devices require periodic maintenance. io lean A Forterra Company Routine inspection and maintenance intervals for all CPS devices are typically twice per year for inspections and once per year for maintenance service. Hydra CPS devices may require more frequent maintenance service if the device is located in a high debris loading drainage area, such as certain downtown areas, retail/restaurant, or residential areas where a significant amount of vegetation/foliage is located. In such cases, Modular CPS devices may require more frequent inspection and maintenance service, which could range from twice per year to monthly inspection and maintenance service, depending on pollutant load conditions. 2. To begin Hydra CPS cleaning procedures, conduct a visual inspection of the CPS device and the surrounding area to ensure a safe working environment. Setup appropriate barriers and signage as necessary to establish a work zone surrounding the catch basin. Once the work zone has been established, remove the manhole cover from the catch basin. 3. Once the manhole cover is removed from the basin the Modular CPS is ready for servicing. All debris can be removed by either a vacuum truck or manually removing sediment and debris by hand. 4. Hydra CPS devices shall be cleaned using a pressure washer as may be necessary if any materials are found to cause occlusion or clogging of the screen. Disposal 1. All trash and debris removed from the Hydra CPS unit shall be disposed of in accordance with local, state and federal regulation. 2. Solid waste disposal can be coordinated with local landfills. Liquids may need to be disposed of by wastewater treatment plant, municipal vacuum truck decant facility or approved facility. For maintenance services please contact Bio Clean at: 760-433-7640 info(cDbiocleanenvironmental.com ATTACHMENT C VO 00 3`JNV?J0 —mo 6—1613 peaunnM cu odnomlo oi000 AWAS HOLM-UHM w 30Vd NL oo0010EcAa SOUK AANno3 MNYHO �1� - X �-• nF" K�.�� a b: y IN / 63> U� Z Q! Im - a c �T � CL N Br°q' mV Ul Ul Ul Ul vii '^4 y �� Z ' o U) U) U) U) W U O Q CO U 0 w Z Z o v LLI J 2 fn fn fn o r ll �l t s r' e ,r "e� C?..C .. 3ZZ � .. �, 1 no idp ii L"5 n 0 CJ � � antis g� prw'c.y� 1,""Blj 396c c.6� �6,IIQ oa11—IN 1p 14 SIS 93961,:1 Vo 00 3`JNV?J0 —mo 6—1613 Ps-91M W um.WhAamflauahaalldaaamdddN AO�A0N000�C17��OJ�O w 3C)bfd N to011 r o o o go p o 7 ' `o o 0 co C7 `w>° ,. f Y LL m m W U D t V N D W o o •..o.M I' zo e r ` ee z` gi Lli It, s ,n Ft` 6 § W F �! O ,r 4 , 0 a ET c 9 0 O P"y cy%...L IICIVaIw"puno,�o141tlaQ aL l%%a,nBIf39Lc c y�,,�Z RIIIIQ oa3uollo,llllul\sl,otlay ssPWJ\SIS 9s39Lc6\�d UIWAH� Vo 00 3�JNVaO 1—o 3 wleM pe�uenpry A.LHno*RONTHO a.LHON A-LNno3 MNYHO > a oooe o o o m x - g a, >ov a �v O N ._ >v,_, o m d o o � o-2m o o m a a v ° om mo>�.m w m `move �., - .... .. N V a a _ o V a �6 v m m mm V e N UI O O 0 m ` N l n v m > v m e o v O a'�-� m m (6 3 o U C .- m o m u o O O ._ .- o K 3 x p o 'A m � m U` U t6 E O ` Oom t..,h 0 m N m m O O v F 5 m w U ��. O c o m v o o v s v m Z � U a` o o _ Q m m W U O w z O w � ¢ ��m e i a o`e i J L! a ISI ly'I I�'I to bot°n z ti Iy Lli Ef 3 a r ,r � o s f'j S lry�i i. �•ti E a% a : F iAf� f� w 6 y a' z . ID -711 o . 9 I ,. e A , .I N p c LC.CL—tloVJlaa;ISsoayso,Iaalo;d�alompuno;��04Vo�AL IV%a;nB1�39Lc c r:,,,ipZ FIIIIQosoa3uo,lo�llJul\spotlay sspr,\SIS 9s396c6\�d ATTACHMENT D vo 00 3ISNva0 ANSn MOU I—o 6—,6,3 wjgM ps—,pry MMUM TYNKHMIA 3C)bfd AJLNnoO alM)HWHO a cc c = x a N U U N (n O L 12 E T a a � r __ .. •�, 3 3 w O 0 o o m N A _ -voL5� '° .Y — V m ro ro rn rn o o .. o a N W O N N U w 0 0 0 0 0 0 0 > v •`. is {k R� o� 0 r' i' si S . G'O W F CD LLI U n 0:65 a o oh � z8E _ o o. W o VV q. pxw'c y�.�l sauo_Ilolu,oy,l%%a,nB11 39Lc c y�,,fir;R1111Qosoa3uo,lo,ll lul\",—a'p",-9 39—:1 Worksheet D: Capture Efficiency Method for Flow-Based BMPs DMA A Step 1:Determine the design capture storm depth used for calculating volume 1 Enter the time of concentration, Tc (min) (See Appendix IV.2) Tc= 5 min Using Figure 111.4, determine the design intensity at which the estimated time of concentration (T,) achieves 80% capture 1,= 0.263 in/hr 2 efficiency, 1, 3 Enter the effect depth of provided HSCs upstream, dHsc dHsc -- inches (inches) (Worksheet A) Enter capture efficiency corresponding to dHsc, Yz o 4 (Worksheet A) Yz= /o -- Using Figure 111.4, determine the design intensity at which the 5 time of concentration (Tc) achieves the upstream capture Iz= -- in/hr efficiency(Yz), Iz Determine the design intensity that must be provided by BMP, 6 (design= 0.263 In/hr (design=11-12 Step 2: Calculate the design flowrate 1 Enter Project area tributary to BMP (s), A (acres) A= 5.85 acres 2 Enter Project Imperviousness, imp (unitless) imp= 0.90 3 Calculate runoff coefficient, C= (0.75 x imp) + 0.15 C= 0.825 4 Calculate design flowrate, Qdesign= (C X(design x A) Qdesign= 1.267 cfs Supporting Calculations Describe system: MWS "A": Model: MWS-L-8-20-V @ 3.8' HGL QTY: 2 Treatment Rate: 0.645 cfs each Total Treatment Rate: 1.29 cfs > SQDF Provide time of concentration assumptions: Worksheet D: Capture Efficiency Method for Flow-Based BMPs DMA B Step 1:Determine the design capture storm depth used for calculating volume 1 Enter the time of concentration, Tc (min) (See Appendix IV.2) Tc= 5 min Using Figure 111.4, determine the design intensity at which the estimated time of concentration (T,) achieves 80% capture 1,= 0.263 in/hr 2 efficiency, 1, 3 Enter the effect depth of provided HSCs upstream, dHsc dHsc -- inches (inches) (Worksheet A) Enter capture efficiency corresponding to dHsc, Yz o 4 (Worksheet A) Yz= /o -- Using Figure 111.4, determine the design intensity at which the 5 time of concentration (Tc) achieves the upstream capture Iz= -- in/hr efficiency(Yz), Iz Determine the design intensity that must be provided by BMP, 6 (design= 0.263 In/hr (design=11-12 Step 2: Calculate the design flowrate 1 Enter Project area tributary to BMP (s), A (acres) A= 4.05 acres 2 Enter Project Imperviousness, imp (unitless) imp= 0.95 3 Calculate runoff coefficient, C= (0.75 x imp) + 0.15 C= 0.863 4 Calculate design flowrate, Qdesign= (C X(design x A) Qdesign= 0.917 cfs Supporting Calculations Describe system: MWS "B": Model: MWS-L-8-16-V @ 3.4' HGL QTY: 2 Treatment Rate: 0.462 cfs each Total Treatment Rate: 0.924 cfs > SQDF Provide time of concentration assumptions: Worksheets from Orange County Technical Guidance Document(5-19-2011) See TGD for instructions and/or examples related to these worksheets www.ocwatersheds.com/WQMP.aspx ------------------- 60 WinTR-55 Main Windcav — ❑ File Options ProjectData GlobalData Run Help WinTR-55 Small Watershed Hydrolo Project Identification Data User: TEI State: California Project: 14451 Myford Road(3776) County: Orange Subtitle: WgMP Execution Dake: 913/2020 �Sub-�areasare expressed in: Dimensionless Unit Hydrograph: <standard> Acres " Square chiles Storm Data Source: LJser-pravided custom storm data Rainfall Distribution Identifier: TypeI Sub-area Entry and Summary — — Sub-arm Flaws to weighty Subarea NawSubarea Deseri ption Reach/ouHet (ac) CN Tc(hr) MW5 'A' OuNet 5.85 98 0.100 AAW5 'R' OuNet 4.05 98 0.100 Project Area: 9.90(ac) File: 0:X3700-3799Q776 WQMPQ020-09-XX P QMP 2nd SubmlttaNAtkachmenks' 91312020 F 5:03 PM Worksheets from Orange County Technical Guidance Document(5-19-2011) See TGD for instructions and/or examples related to these worksheets www.ocwatersheds.eom/WQMP.aspx Graphical Operations --------------------------------------------- --------------- -------------- U r- 80°laU W70°l0 ------------------- CU L- :3 L) 50% TC 1T1i17L1t`e5 40% To n)i f-i u t E,s ------------ M Tci i t�u U.-s F9 20% TC 10 minutes Tc <= 5 minutes Extrapolated Data 0-00 0.04 ,-, 01.3,5 0-40 10 0.15 0-20 - 25 0.3- Design Intensity, in/hr Provide supporting graphical operations. See Example 111.7. Worksheets from Orange County Technical Guidance Document(5-19-2011) See TGD for instructions and/or examples related to these worksheets www.ocwatersheds.comlWQAIIP.aspx Worksheet B: Simple Design Capture Volume Sizing Method DMA A Step 1:Determine the design capture storm depth used for calculating volume 1 Enter design capture storm depth from Figure 111.1, d(inches) d= 0.75 inches Enter the effect of provided HSCs, dHsc(inches) dHsc N/A inches 2 (Worksheet A) Calculate the remainder of the design capture storm depth, dremainder= 0.75 inches 3 dremainder(inches) (Line 1 — Line 2) Step 2: Calculate the DCV 1 Enter Project area tributary to BMP (s), A acres A= 5.85 acres 2 Enter Project Imperviousness, imp (unitless) imp= 0.90 3 Calculate runoff coefficient, C= (0.75 x imp) + 0.15 C= 0.825 Calculate runoff volume, Vdesign= (C x dremainder x A x 43560 x Vdesign= 13,140 cu-ft 4 1/12 Step 3:Design BMPs to ensure full retention of the DCV Step 3a: Determine design infiltration rate Enter measured infiltration rate, Kmeasured(in/hr) Kmeasured= N/A* In/hr 1 (Appendix VII) Enter combined safety factor from Worksheet H, Sfinal Sfina= N/A* 2 (unitless) 3 Calculate design infiltration rate, Kdesign =Kmeasured/Sfinai Kdesign= N/A* In/hr Step 3b: Determine minimum BMP footprint 4 Enter drawdown time, T(max 48 hours) T= N/A* Hours Calculate max retention depth that can be drawn down within Dmax= N/A* feet 5 the drawdown time (feet), Dmax =Kdesign x Tx(1/12) Calculate minimum area required for BMP (sq-ft), Amin = Amin= N/A* sq-ft 6 Vdesign)dmax *Due to infiltration being infeasible, the project proposes to use two proprietary biofiltration units. Worksheet B: Simple Design Capture Volume Sizing Method DMA B Step 1:Determine the design capture storm depth used for calculating volume 1 Enter design capture storm depth from Figure 111.1, d(inches) d= 0.75 inches Enter the effect of provided HSCs, dHsc(inches) dHsc N/A inches 2 (Worksheet A) Calculate the remainder of the design capture storm depth, dremainder= 0.75 inches 3 dremainder(inches) (Line 1 — Line 2) Step 2: Calculate the DCV 1 Enter Project area tributary to BMP (s), A (acres) A= 4.05 acres 2 Enter Project Imperviousness, imp (unitless) imp= 0.95 3 Calculate runoff coefficient, C= (0.75 x imp) + 0.15 C= 0.8625 Calculate runoff volume, Vdesign= (C x dremainder x A x 43560 x Vdesign— 9,510 cu-ft 4 1/12 Step 3:Design BMPs to ensure full retention of the DCV Step 3a: Determine design infiltration rate Enter measured infiltration rate, Kmeasured(in/hr) Kmeasured— N/A* In/hr 1 (Appendix VII) Enter combined safety factor from Worksheet H, Sfinal Sfina— N/A* 2 (unitless) 3 Calculate design infiltration rate, Kdesign =Kmeasured/Sfinai Kdesign= N/A* In/hr Step 3b: Determine minimum BMP footprint 4 Enter drawdown time, T max 48 hours T= N/A* Hours Calculate max retention depth that can be drawn down within Dmax= N/A* feet 5 the drawdown time (feet), Dmax =Kdesign x Tx(1/12) Calculate minimum area required for BMP (sq-ft), Amin = Amin= N/A* sq-ft 6 Vdesign)dmax *Due to infiltration being infeasible, the project proposes to use two proprietary biofiltration units. Worksheets from Orange County Technical Guidance Document(5-19-2011) See TGD for instructions and/or examples related to these worksheets www.ocwatersheds.com/WQMP.aspx ATTACHMENT E RECORDING REQUESTED BY AND WHEN RECORDED MAIL TO: Building Official City of Tustin 300 Centennial Way Tustin, CA 92780-3767 Space Above This Line For Recorder's Use Only COVENANT AND AGREEMENT REGARDING O & M PLAN TO FUND AND MAINTAIN WATER QUALITY BMPS, CONSENT TO INSPECT, AND INDEMNIFICATION This Agreement Regarding O&M Plan to Fund and Maintain Water Quality BMPs, Consent to Inspect, and Indemnification and Covenant Running With the Land ("Agreement") is made on this day of , 20207 by and between The City of Tustin, a California municipal corporation ("Covenantee" or "City") and the undersigned property owner(s) ("Covenantor"). RECITALS A. Covenantor is the owner of the following real property ("Property") [Provide Address, Legal Description and APN Number]): B. The City is the owner of interests in that certain real property within the City of Tustin, County of Orange, State of California, containing storm drains, pipelines, and related appurtenances constituting the City's municipal separate storm sewer system (the City's "Storm Drain System"). C. Covenantor intends to develop, improve, and/or use the Property in such a way that approval of the City for such development, improvement, and/or use is required pursuant to the applicable laws. D. As a condition for said approval by the City, City required Covenator, and Covenantor desires to, restrict the use of Property according to the conditions, CA 02/12 845078.1 covenants, equitable servitudes, and restrictions contained herein for the express benefit of the City's Storm Drain System. NOW, THEREFORE, incorporating the foregoing Recitals and in consideration thereof, in consideration of the covenants and conditions contained herein, and for other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, and expressly for the benefit of, and to bind, their successors in interest, the parties hereto agree as follows: AGREEMENT I Operation and Maintenance ("O&M") Plan for Best Management Practices ( `BMPs") Covenantor, and each successive owner of an interest in all or any part of the Property ("Owner(s)") shall, throughout the period of their respective ownership, implement, and fund implementation of, the O&M Plan for the Property, which was approved by the City as part of the Water Quality Management Plan ("WQMP") required for development of the Property, and shall operate, inspect, maintain, repair, and replace the Best Management Practices ("BMPs") described in the O&M Plan for the Property, which includes: a. Description of all post-construction BMPs (non-structural and structural), b. Description of the Property owner's(s') responsibilities and required training of persons performing BMP implementation, operation, maintenance, and inspection, C. Implementation frequency and operating schedule, d. Inspection/maintenance frequency and schedule, e. Specific BMP implementation, maintenance, and inspection activities, f. Description of all permits required for the implementation, operation, and maintenance of BMPs, g. Forms to be used in documenting implementation, operation, maintenance, and inspection of BMPs, h. Recordkeeping requirements. A copy of the approved O&M Plan is described in the current WQMP for the project, as it may be amended from time to time according to its terms, which is on file with the City of Tustin Community Development Department, and is incorporated herein by this reference. 2 Compliance with Tustin City Code and Consent to Inspect Owners shall use and maintain the Property in full compliance with the provisions of the O&M Plan and the Tustin City Code section 4900 et seq., as it may be amended from time to time. Owners hereby consent to inspection of the Property by an inspector authorized by the City Manager, or his or her designee, for the purpose for verifying compliance with the provisions of this Agreement. 2 CA 03/12 845078.1 3 Indemnification Owners agree to indemnify, defend, and hold harmless the City, its elected officers, employees, agents, and contractors from and against any and all liability, expense, including costs and legal fees, and claims of damage of any nature whatsoever including, but not limited to, death, bodily injury, personal injury, or property damage arising from or connected with the City inspection of the Property except where such liability, expense, or claim for damage results from the sole negligence or willful misconduct of the City its elected officers, employees, agents, or contractors. 4 Rights and Obligations Run With the Land Unless terminated in accordance with Paragraph 5, below, or by law, the rights and obligations of the parties hereunder shall constitute covenants, benefits, burdens, conditions, equitable servitudes, and restrictions which run with the land in perpetuity and which shall be binding upon, and inure to the benefit of, each Owner during its respective period of ownership of all or any part of the Property. No Owner shall be bound by, or entitled to the benefit of, said rights and obligations, upon transfer by the Owner of its entire interest in the Property, in fee, to a successor in interest to the Property. 5 Termination of Aareement Upon Termination of WQMP This Agreement and the conditions, covenants, equitable servitudes, and restrictions set forth herein shall terminate upon termination of the WQMP applicable to the Property in accordance with its terms. Upon termination of the WQMP applicable to the Property, the Owner may request that the City execute a recordable document approved by the City approving and acknowledging termination of this Agreement. A recorded document duly executed and acknowledged by the Director of Community Development of City, or his or her designee, approving termination of this Agreement shall be conclusive evidence of such termination. 6 Enforcement The City may, but shall not be obligated to, enforce this Agreement by a proceeding at law or in equity against any person or persons violating or attempting to violate any condition, covenant, equitable servitude, or restriction provided for herein, either to restrain such violation or to recover damages. 7. Entire Aareement. This Agreement constitutes the entire agreement and understanding between the parties with respect of the subject matter of this Agreement and supersedes all prior or contemporaneous agreements and understandings with respect to the subject matter hereof, whether oral or written. 3 CA 03/12 845078.1 a Severability. If any part of this Agreement is declared by a final decision of a court of competent jurisdiction to be invalid for any reason, such shall not affect the validity of the rest of the Agreement. The other parts of this Agreement shall remain in effect as if this Agreement had been executed without the invalid part. The parties declare that they intend and desire that the remaining parts of this Agreement continue to be effective without any part or parts that have been declared invalid. 9 Counterparts. This Agreement may be executed in counterparts, each of which so executed shall, irrespective of the date of its execution and delivery, be deemed an original, and all such counterparts together shall constitute one and the same instrument. 10 Attorneys' Fees. If any party files an action or brings any proceeding against the other arising from this Agreement, the prevailing party shall be entitled to recover as an element of its costs of suit, and not as damages, reasonable attorneys' fees and costs to be fixed by the court. A party not entitled to recover its costs shall not recover attorneys' fees. No sum for attorneys' fees shall be included in calculating the amount of a judgment for purposes of deciding whether a party is entitled to its costs or attorneys'fees. it Amendment. No modification, amendment, addition to, or alteration of the terms of this Agreement whether written or verbal, shall be valid unless made in writing, formally approved and executed by the City and the current Owner(s) of the Property, and duly recorded. 12 Authority of Signatories to Agreement. Each person executing this Agreement represents and warrants that he or she is duly authorized and has legal capacity to execute and deliver this Agreement on behalf of the parties for which execution is made. Each party represents and warrants to the other that the execution of this Agreement and the performance of such party's obligations hereunder have been duly authorized and that the agreement is a valid and legal agreement binding on such party and enforceable in accordance with its terms. [SIGNATURES ON FOLLOWING PAGE) 4 CA 03/12 845078.1 IN WITNESS WHEREOF, the parties hereto have executed this Agreement as of the date set forth above. "CITY" / "COVENANTEE" CITY OF TUSTIN Dana L. Ogdon, AICP Assistant Director of Community Development ATTEST: Erica N. Yasuda, City Clerk APPROVED AS TO FORM: David Kendig, City Attorney "COVENANTOR" Name of Covenantor Signature Title Signature Title [Signatures to be Notarized] 5 CA 03/12 845078.1 ACKNOWLEDGMENT A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of ) On before me, (insert name and title of the officer) personally appeared who proved to me on the basis of satisfactory evidence to be the person(s)whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct. WITNESS my hand and official seal. Signature (Seal) 6 CA 03/12 845078.1 Appendix G Transportation Impact Analysis MYFORD WAREHOUSE TRANSPORTATION IMPACT ANALYSIS f �a I I I I s w.r r .J �y SOO 1 _ � r �F AUGUST 2020 PREPARED BY: Kimley>))Horn 1 Introduction .....................................................................................................................1 1.1 Project Description.............................................................................................................. 1 1.2 Analysis Scenarios.............................................................................................................. 1 2 Methodology....................................................................................................................5 2.1 Analysis Process.................................................................................................................5 2.2 Performance Criteria and Significance Thresholds ............................................................7 3 Existing Conditions..........................................................................................................8 3.1 Road Network.....................................................................................................................8 3.2 Traffic Volumes................................................................................................................. 10 3.3 Intersection Analysis......................................................................................................... 10 3.4 Roadway Segment Analysis............................................................................................. 10 4 Project Traffic................................................................................................................14 4.1 Roadway Network Changes ............................................................................................. 14 4.2 Trip Generation ................................................................................................................. 14 4.3 Trip Distribution................................................................................................................. 15 4.4 Trip Assignment................................................................................................................ 15 5 Existing with Project Conditions.....................................................................................18 5.1 Roadway Network Changes ............................................................................................. 18 5.2 Traffic Volumes................................................................................................................. 18 5.3 Intersection Analysis......................................................................................................... 18 5.4 Roadway Segment Analysis............................................................................................. 18 6 Opening Year (2021) Conditions ...................................................................................22 6.1 Roadway Network Changes .............................................................................................22 6.2 Traffic Volumes.................................................................................................................22 6.3 Intersection Analysis.........................................................................................................24 6.4 Roadway Segment Analysis.............................................................................................25 7 Opening Year (2021) with Project Conditions................................................................26 7.1 Roadway Network Changes .............................................................................................26 Myford Warehouse I Transportation Impact Analysis August 2020 7.2 Traffic Volumes.................................................................................................................26 7.3 Intersection Analysis.........................................................................................................26 7.4 Roadway Segment Analysis.............................................................................................26 8 Horizon Year (2040) Conditions.....................................................................................30 8.1 Roadway Network Changes .............................................................................................30 8.2 Traffic Volumes.................................................................................................................30 8.3 Intersection Analysis.........................................................................................................30 8.4 Roadway Segment Analysis.............................................................................................33 9 Horizon Year (2040) with Project Conditions .................................................................34 9.1 Roadway network Changes..............................................................................................34 9.2 Traffic Volumes.................................................................................................................34 9.3 Intersection Analysis.........................................................................................................34 9.4 Roadway Segment Analysis.............................................................................................36 10 Summary of Project Impacts..........................................................................................38 10.1 Summary of Intersection Analyses ...................................................................................38 10.2 Summary of Roadway Segment Analyses .......................................................................38 11 Site Access and Parking................................................................................................38 11.1 Project Driveway Queueing ..............................................................................................38 12 Vehicle miles traveled (VMT) assessment.....................................................................40 12.1 Low-VMT area screening..................................................................................................40 12.2 Truck Trips Related to Shipping Activities ........................................................................40 12.3 Conclusion ........................................................................................................................40 Myford Warehouse I Transportation Impact Analysis August 2020 Mir" I Figure 1-1 Regional Vicinity Map............................................................................................... 2 Figure 1-2 Proposed Site Plan .................................................................................................. 3 Figure1-3 Study Area............................................................................................................... 4 Figure 3-1 Existing Intersection Geometrics.............................................................................. 9 Figure 3-2 Existing Traffic Volumes..........................................................................................11 Figure 4-1 Project Trip Distribution...........................................................................................16 Figure 4-2 Project Trip Assignment..........................................................................................17 Figure 5-1 Existing with Project Traffic Volumes ......................................................................19 Figure 6-1 Opening Year (2021) Traffic Volumes.....................................................................23 Figure 7-1 Opening Year (2021) with Project Traffic Volumes..................................................27 Figure 8-1 Horizon Year (2040) Traffic Volumes......................................................................32 Figure 9-1 Horizon Year (2040) with Project Traffic Volumes...................................................35 Figure 11-1 Horizon Year (2040) with Project Driveway Volumes ............................................39 Myford Warehouse I Transportation Impact Analysis August 2020 Table 2-1 Level of Service Ranges ............................................................................................5 Table 2-2 Roadway Segment Capacity and LOS.......................................................................6 Table 3-1 Existing Conditions Intersection LOS Summary .......................................................12 Table 3-2 Existing Conditions Roadway Segment LOS Summary............................................13 Table 4-1 Trip Generation Summary........................................................................................15 Table 5-1 Existing with Project Conditions Intersection LOS Summary....................................20 Table 5-2 Existing with Project Conditions Roadway Segment LOS Summary.........................21 Table 6-1 Opening Year (2021) Conditions Intersection LOS Summary...................................24 Table 6-2 Opening Year (2021) Conditions Roadway Segment LOS Summary.......................25 Table 7-1 Opening Year (2021) with Project Conditions Intersection LOS Summary................28 Table 7-2 Opening Year (2021) with Project Conditions Roadway Segment LOS Summary....29 Table 8-1 Horizon Year (2040) Conditions Intersection LOS Summary....................................31 Table 8-2 Horizon Year (2040) Conditions Roadway Segment LOS Summary ........................33 Table 9-1 Horizon Year (2040) with Project Conditions Intersection LOS Summary.................36 Table 9-2 Horizon Year (2040) with Project Conditions Roadway Segment LOS Summary.....37 Table 11-1 Horizon Year (2040) with Project Conditions Project Driveway 95th Percentile Queueing..................................................................................................................................39 Myford Warehouse I Transportation Impact Analysis August 2020 Appendices Appendix A Existing Traffic Count Data Appendix B.1 Intersection LOS Worksheets — Existing Conditions Appendix B.2 Intersection LOS Worksheets —Opening Year (2021) Conditions Appendix B.3 Intersection LOS Worksheets — Horizon Year (2040) Conditions Appendix C Project Driveway Queueing Reports Myford Warehouse I Transportation Impact Analysis August 2020 ' •D • This traffic analysis has been prepared to evaluate the project-related traffic impacts associated with the proposed warehouse development located on 14451 Myford Rd in the City of Tustin, California. The proposed project is known as the Myford Warehouse Project. The project site location is shown in its regional setting on Figure 1-1. 1 .1 PROJECT DESCRIPTION The proposed project is located at 14451 Myford Rd in the City of Tustin, California,just north and east of the city's borderwith the City of Irvine.The 9.90-acre site is currently bounded by commercial buildings to the north, west and south, and Myford Road to the east, within the Planned Community Industrial zoning designation.The existing 91,794 square-foot industrial building will be replaced by a warehouse building, consisting of 210,854 square feet of warehouse space with 47 truck dock doors. The building also includes 9,500 sq uare feet of office space,for a total building area of 220,331 square feet.While the more intensive building square footage was analyzed, the updated project description included is displayed in orderto maintain uniformity between the technical studies and the ISM ND document.Access to the site would be provided via two driveways on Myford Road. The total site area is 431,162 square feet.As shown onthe site plan,the project will provide 111 parking stalls, meeting the 111-stall requirement. The warehouse shall be zoned as an industrial planned community district by the City of Tustin. Figure 1-2 shows the proposed project site plan. 1 .2 ANALYSIS SCENARIOS This trafficanalysiswill provide an evaluation of morning and evening peak hour operations forthe following scenarios: • Existing Conditions • Existing Plus Project Conditions • Opening Year 2020(Cumulative Conditions)without Project • Opening Year202O(Cumulative Conditions)with Project • Horizon Year wit hout Project • Horizon Year with Project The following study intersections have been included in the analysis: • Myford Road at Michelle Drive • Myford Road at Walnut Avenue • Jamboree Road (Northbound)at Walnut Avenue • Jamboree Road (Southbound)at Walnut Avenue • Jamboree Road at 1-5(Southbound) Ramps • Jamboree Road at 1-5(Northbound) Ramps • Tustin Ranch Road at Walnut Avenue • Franklin Avenue at Walnut Avenue All nine(9) intersections are fully signalized. Figure 1-3 shows the project study area. Myford Warehouse I Transportation ImpactAnalysis August 2020 FIGURE 1-1 REGIONAL VICINITY MAP �,ui[A AnA .10 4P % R aw AnA 7rm Tualln Ti im i ii Rand i Cinif C I I th Nr a 0 Fr CH A A D 505 NV 1. The Mark-i-I Plar:.i% Aft y Wmrr,hr 69% 14451 Word Road ow; NOPTRWO ti- 4!, rn Casio ftolimalo .jd Bill Barber 'if OU-5111INESS OJ M P L h X mernonall Park gar Irvine I r V'4 I," V I Ivy W n 0 D R R 4 D G F n rnrlqF' Boomers! Irvine Gri AdVerllu ra P1&V9rourld {'4'3'5,1 1"A! Source: Google Maps (03/04/2020) P Myford Warehouse I Transportation Impact Analysis August 2020 T Q mu E Q H o Q 4u 0 u, C3 e �� v3ae iNiwdino3 � 1`,+, i tl3M01:13J �I � I . a3M011 i031d91 e0 i1 3 sdo a Nooa sz W � LL � r F o I I 3 Z sao a Nooa vz � \4 -� IC � � L U Q Q a u = U O O FIGURE 1-3 1 1 NOT TO SCALE 7 v Michelle Dr ,., a 3 -2 r °' c ° Y E Cco LL 8 9 Wa/nut Ave 2 4 5 LEGEND: O =Study Intersection =Project Site Myford Warehouse I Transportation Impact Analysis August 2020 The analysis will focus on the project's off-site traffic-related impacts and will address the project's peak hour impacts at the study intersections. 2.1 ANALYSIS PROCESS The City of Tustin provides guidelines for preparing a transportation impact analysis. The analysis process includes determining the operations at the study intersections for the AM and PM commuter peak periods and operations along the roadway segments. Intersection analyses were measured and quantified using ICU methodologies described below. Roadway segments were measured and quantified by the applicable roadway classifications' planning-level capacity and ADT volume.Analysis results were compared to the applicable Jurisdiction's standards for significance to determine if the project has any significant impacts. The Highway Capacity Manual (HCM) published by the Transportation Research Board establishes procedures to evaluate highway facilities and rate their ability to process traffic volumes. The terminology "level of service"is used to provide a qualitative evaluation based on certain quantitative calculations,which are related to empirical values. 2.1.1 INTERSECTIONS In accordance with the City of Tustin requirements, signalized intersection operation is evaluated using the Intersection Capacity Utilization (ICU) methodology, which provides a comparison of the theoretical hourly vehicular capacity of an intersection to the number of vehicles actually passing through that intersection during the peak hour. The results of the evaluation are reported in terms of a volume-to-capacity(v/c) ratio, which corresponds to a Level of Service (LOS). Level of Service is represented by letter grades A through F, with LOS A representing free-flow conditions, and LOS F representing congested, over-capacity conditions. The following chart identifies each Level of Service category, and the corresponding intersection capacity utilization for signalized intersections. Table 2-1 Level of Service Ranges LOSa Signalized Intersections ICUb Methodology: V/C° Ratio A < 0.600 ......................................................................................................................................................—.................................................................................................................... B0.610—0.700 ............................................................................................................................................................................................................................................................................... C0.710—0.800 ............................................................................................................................................................................................................................................................................... D0.810—0.900 ...................... ....................... .................................................................... ..910 ... ..._100 ... .. .0.................................................................... E0.910 F > 1.000 Note: (a) Level of Service, (b) Intersection Capacity Utilization (c) Volume-to-Capacity Ratio Myford Warehouse I Transportation Impact Analysis August 2020 2.1.2 ROADWAY SEGMENTS To determine the impacts on the study area roadway segments, capacity thresholds and associated LOS documented in the City of Tustin General Plan Circulation Element and the City of Irvine General Plan Circulation Element were utilized and are shown in Table 2-2. The Cities of Tustin and Irvine use intersection LOS evaluation to determine project traffic related impacts. The volume over capacity ratios of the roadways within the Cities of Tustin and Irvine are shown for informational purposes only. The segment traffic volumes under LOS E as shown in this table are considered at capacity because at LOS E the volume to capacity (v/c) Ratio is equal to 1.0. Table 2-2 Roadway Segment Capacity and LOS Road Level of Service (LOS) Jurisdiction Class Lanes D E Major 8 67,500 75,000 ............................................................................................................................................................................................................................................................................................................... Major 6 50,600 56,300 ............................................................................................................................................................................................................................................................................................................... City of Tustin Primary 4 33,80.0 37,.50.0 Secondary ........................................................................................................................ . . 4 22,500 25,000 ............................................................................................................................................................................................................................................................................................................... Collector 2 11,300 12,500 ............................................................................................................................................................................................................................................................................................................... Divided Collector 2 16,875 18,750 Freeway 10 189,000 210,000 ............................................................................................................................................................................................................................................................................................................... Freeway 8 158,400 176,000 ............................................................................................................................................................................................................................................................................................................... Freeway 6 121,500 135,000 ............................................................................................................................................................................................................................................................................................................... Freeway 4 81,000 90,000 ............................................................................................................................................................................................................................................................................................................... Freeway Ramps 2 19,800 22,000 ............................................................................................................................................................................................................................................................................................................... Freeway Ramps 1 14,400 16,000 ............................................................................................................................................................................................................................................................................................................... City of Irvine Expressway 6 121,500 135,000 ............................................................................................................................................................................................................................................................................................................... Major Highway 8 64,800 72,000 ............................................................................................................................................................................................................................................................................................................... Major Highway 6 48,600 54,000 ............................................................................................................................................................................................................................................................................................................... Primary Highway 4 28,800 32,000 ............................................................................................................................................................................................................................................................................................................... Secondary Highway 4 25,200 28,000 ............................................................................................................................................................................................................................................................................................................... Commuter 2 11,700 13,000 ............................................................................................................................................................................................................................................................................................................... Commuter(Rural) 2 16,200 18,000 Notes: • The volumes and the average daily level of service listed above are only intended as a general planning guideline. • X,XXX=Approximate recommended ADT based on the City of Tustin and City of Irvine Circulation Elements. • Roadway facility types based on City of Tustin and City of Irvine General Plan Circulation Elements. Myford Warehouse I Transportation Impact Analysis August 2020 2.2 PERFORMANCE CRITERIA AND SIGNIFICANCE THRESHOLDS The City of Tustin and City of Irvine Level of Service standard for intersection operation is Level of Service D or better. A project impact would be considered to be significant at intersections and roadway segments within the City of Tustin or the City of Irvine if it either: • Causes an intersection operating at an acceptable Level of Service (LOS D or better) to deteriorate to an unacceptable Level of Service (LOS E or F), or; • If already operating at an unacceptable Level of Service, adds 0.02 or more to the peak hour ICU or adds 0.02 or more to the roadway v/c ratio. Myford Warehouse I Transportation Impact Analysis August 2020 3 EXISTING CONDITIONS This section summarizes the existing roadway circulation network, daily and peak-hour traffic volumes, and operations at the study intersections and roadway segments. 3.1 ROAD NETWORK The following provides a description of the existing street system as of March 2020, within the vicinity of the project area. Regional access to the site is provided by State Route 261 (SR-261) freeway, located approximately 0.3 miles east of the project site,the Interstate 5 (1-5)freeway, located approximately 0.7 miles north of the site, and State Route 55 (SR-55) freeway located approximately 3 miles west of the site. Local access to the project area is provided by a number of local roadways, as described below. Myford Road is a north-south secondary roadway shared with the City of Irvine which begins at Michelle Drive and terminates at Dow Avenue. Myford Road is within the City of Tustin's jurisdiction west of the centerline and Irvine's jurisdiction east of the centerline. Myford Road forms the eastern boundary of the project site. In the project vicinity, Myford Road is a four-lane undivided roadway. On-street parking is generally prohibited on both sides. The posted speed limit is 40 mph. Michelle Drive is an east-west local roadway which extends from Chambers Road to Jamboree Road and is located 0.4 miles north of the project. Michelle Drive is shared by the Cities of Tustin and Irvine. It is within the City of Tustin's jurisdiction west of Myford Road and Irvine's jurisdiction east of Myford Road. Michelle Drive is a four-lane undivided roadway, providing 6-ft bike lanes for both directions of travel east of Myford Rd in the City of Irvine. On-street parking is prohibited on both sides of the street. The posted speed limit of Michelle Drive west of Myford Road to Franklin Avenue is 45 mph. There are no posted speed signs east of Myford Road. Walnut Avenue is an east-west primary roadway beginning in the City of Tustin and terminating in the City of Irvine at Myford Road. Walnut Avenue is shared by the Cities of Tustin and Irvine. It is within the City of Tustin's jurisdiction west of Myford Road and Irvine's jurisdiction east of Myford Road. Walnut Avenue is located approximately one-tenth of a mile to the south of the project site. West of Myford Road, it provides two travel lanes in each direction, and provides three travel lanes in each direction to the east of Myford Road in the City of Irvine. Walnut Avenue is a divided highway, and parking is generally prohibited on both sides of the street. The posted speed limit is 40 mph. Jamboree Road is a north-south major arterial which begins at Irvine Park Lane in the City of Orange and terminates at Bayside Drive in the City of Newport Beach. Jamboree Road is located approximately 0.2 miles southeast of the project site in the City of Irvine. It provides two travel lanes in each direction, where each direction of travel along Jamboree Road has its own intersection with Walnut Avenue. Each direction merges on to the main portion of Jamboree Road, which provides four travel lanes in each direction, separated by a median guardrail. Parking is prohibited on both sides of the street. The posted speed limit is 60 mph. Figure 3-1 illustrates the existing intersection and geometrics. Myford Warehouse I Transportation Impact Analysis August 2020 FIGURE 3-1 EXISTING INTERSECTION GEOMETRICS Myford Rd / Myford Rd / Jamboree Rd / Jamboree Rd (S) / Michelle Dr Walnut Ave Michelle Dr Walnut Ave 2 3 4 D '11 r' `1111 ' FJ � Jamboree Rd (N) / Jamboree Rd / Jamboree Rd / Tustin Ranch Rd / Walnut Ave 1-5 SB Ramps 1-5 NB Ramps Walnut Ave tttlr- 111tr- -nt1tr- F F Franklin Ave/ Walnut Ave LEGEND 0 Signalized Study Intersection D D De Facto Right Turn F Free Right D v 6 Michelle Dr 1 4L Secondary � 3 NOT TO SCALE cY _ r > o Q o C Y E C LEGEND: LL O =Study Intersection 8 =Project Site 9 Walnut Ave 2 4 5 4LPrirrsly • Myford Warehouse I Transportation Impact Analysis August 2020 3.2 TRAFFIC VOLUMES Peak-hour intersection turning movement counts and 24-hour roadway traffic counts were collected by National Data and Surveying Services (NDS) at the study intersections on Wednesday, May 29, 2019. Appendix A contains the existing traffic volume data at the study intersections and roadway segments. Figure 3-2 illustrates the existing traffic volumes at the study intersections and ADT volumes along the roadway segments. 3.3 INTERSECTION ANALYSIS Existing peak hour operations at the study intersections were evaluated. Table 3-1 displays the LOS analysis results for the study intersections under Existing Conditions.As shown in the table, all intersections currently operate at LOS D or better during both peak hours. Appendix B.1 contains the intersections LOS calculation worksheets for Existing Conditions. 3.4 ROADWAY SEGMENT ANALYSIS Table 3-2 displays the roadway segments analysis under Existing Conditions. As shown in the table, all roadway segments within the study area function at LOS D or better under Existing Conditions except the following: • Jamboree Road — between Michelle Drive and Walnut Avenue Myford Warehouse I Transportation Impact Analysis August 2020 FIGURE 3-2 EXISTING TRAFFIC • 1 2 3 4 rc rc rc Q 192/173 ' Q 1/47 'y a 427/136 136 M M a 598/862 r a 1/1 " c 564/892 p 171/37 p a ❑ p 168/51 p a ❑ ' p 1/9 p a ❑ ' p 341/325 Michelle Dr Walnut Ave Michelle Dr Walnut Ave a R p 82/69 69 a R p 1130/604 77/359 0 327/685 1/29 0 203/647 0 8/29 ❑ _ _ 43/17 ❑ _ _ 39/129 ❑ 190/412 ❑ 5 6 7 8 rc rc rc ezrca — Q 283/334 Q 389/1111 � Q 133/638 E a 695/865 r"i m `D m 1 78/864 1052/584 p a ❑ p 144/156 Walnut Ave 1-5 SB Ramps 1-5 NB Ramps Walnut Ave 67/275 a Q R a 444/553 R a R a 369/188 p 4 R p 445/671 m 462/231 a 792/560 ❑ 329/145 ❑ 9 � ry Q 99/31 LL a 349/1018 p a ❑ p 35/27 Walnut Ave 318/89 a Q o a Legend 576/499 0 223/74 ❑ X/Y=AM/PM PEAK HOUR TURNING VOLUMES NOT TO SCALE AllitifflaM v 6 Michelle Or 1 � 3 s t a r Q � C -0 Y E C LL LEGEND: $ Q walnut Ave 4 5 O =Study Intersection 2 =Project Site Myford Warehouse I Transportation Impact Analysis August 2020 Table 3-1 Existing Conditions Intersection LOS Summary Intersection Jurisdiction Traffic Peak Existing Conditions Control (a) Hour ICU (b) I LOS (c) AM 0.19 A 1 Myford Rd. at Michelle Dr. City of Irvine Signal PM 0.32 A Myford Rd. at Walnut AM 0.29 A 2 City of Irvine Signal .................................................................................................................................................... Ave. PM 0.42 A Jamboree Rd. at Michelle AM 0.66 B 3 Dr. City of Irvine Signal .................................................................................................................................................... PM 0.70 B Jamboree Rd. NB at AM 0.50 A 4 Walnut Ave. City of Irvine Signal .................................................................................................................................................... PM 0.50 A Jamboree Rd. SB at AM 0.34 A 5 Walnut Ave. City of Irvine Signal .................................................................................................................................................... PM 0.53 A Jamboree Rd. at 1-5 SB AM 0.77 C 6 p Caltrans Signal ...........PM.............................0...5.7...........................................A....................... Ramps Jamboree Rd. at 1-5 NB AM 0.79 C 7 p Caltrans Signal ...........PM.............................0.. .$...........................................C....................... Ramps Tustin Ranch Rd. at AM 0.60 A 8 City of Tustin Signal .................................................................................................................................................... Walnut Ave. PM 0.86 D Franklin Ave. at Walnut AM 0.40 A 9 City of Tustin Signal .................................................................................................................................................... Ave. PM 0.64 B Notes: (a) Signal=Traffic Signal (b) Intersection Capacity Utilization (c) Intersection operation is expressed in terms of volume-to-capacity(V/C)ratio using ICU methodologies. Myford Warehouse I Transportation Impact Analysis August 2020 Table 3-2 Existing Conditions Roadway Segment LOS Summary LOS E Existing LOS D Roadway Segment V/C or Capacity ADT Better? City of Irvine Walnut Avenue M ford Road to Jamboree 32,000 19,462 0.608 Yes Jamboree Road Michelle Drive to Walnut 63,000 63,637 1.010 No Michelle Drive M ford Road to Jamboree 28,000 13,105 0.468 Yes M ford Road Michelle Drive to Walnut 28,000 3,528 0.126 Yes City of Tustin Walnut Avenue Tustin Ranch Road to 37,500 23,190 0.618 Yes Notes: LOS=Level of Service;ADT=Average Daily Traffic (1) The City of Tustin uses intersection LOS evaluation to determine project traffic related impacts.This volume over capacity analysis of the roadways within the City of Tustin are show for informational purposes only. ,4---------Myford Warehouse I Transportation Impact Analysis August 2020 PROJECT TRAFFIC The following section describes the trip generation, distribution and assignment related to the proposed Myford Warehouse Project. 4.1 ROADWAY NETWORK CHANGES There are no network improvements planned as part of the development of the project under Existing with Project, Opening Year with Project, and Horizon Year with Project scenarios. 4.2 TRIP GENERATION The Institute of Transportation Engineers (ITE) Trip Generation Manual (10th Edition) was referenced to calculate the estimated trip generation of the proposed project. The driveway trip generation rate of 8.18 trips per 1,000 square feet for High-Cube Fulfillment Center Warehouse was used to estimate trips for the project. The following ITE Land Use Code was used: • High-Cube Fulfillment Center Warehouse (Land Use 155) A trip generation rate was calculated for the existing land use to be replaced by the project. Currently, the site is occupied by 91,794 square foot warehouse.The driveway trip generation rate of 1.740 trips per 1,000 square feet for Warehousing was used to estimate the trips for the existing site. The following ITE Land Use Code was used: • Warehousing (Land Use 150) The resulting trip generation with the trip reductions is 1,642 daily trips with 114 morning peak-hour trips (53 in, 61 out) and 284 afternoon peak-hour trips (146 in, 138 out). These values are used in the trip assignment to the roadway network. Table 4-1 summarizes the trip generation for the site. Myford Warehouse I Transportation Impact Analysis August 2020 Table 4-1 Trip Generation Summary ITE AM Peak Hour PM Peak Hour ITE Land Use Code Unit Daily In Out Total In Out Total Warehousing 150 KSF 1.740 0.131 0.039 0.170 0.051 0.139 0.190 High-Cube Fulfillment Center 155 KSF 8.180 0.295 0.295 0.590 0.685 0.685 1.370 Warehouse Existing Land Uses Warehouse 91.794 KSF 160 12 4 16 5 13 18 Total Existing Trips 160 12 4 16 5 13 18 Proposed Land Use Project Land Use Quantity Unit Daily AM Peak Hour PM Peak Hour In I Out Total In Out Total High-Cube Fulfillment Center 220.331 KSF 11802 65 65 130 151 151 302 Warehouse Total Proposed Trips 1,802 65 65 130 151 151 302 Project Trip Summary Total Proposed Trips 1,802 65 65 130 151 151 302 Total Existing Trips -160 -12 -4 -16 -5 -13 -18 Total Net New Trips 1,642 53 61 114 146 138 284 Source: Institute of Transportation Engineers(ITE)Trip Generation Manual, 10th Edition KSF =Thousand Square Feet 4.3 TRIP DISTRIBUTION Trip distribution assumptions for the project trips were developed based on the likely origins and destinations of employees and project trucks. Based on these trip distribution assumptions, the new trips to be added to the street system by the proposed project were calculated. Figure 4-1 shows the general project traffic distribution within the study area and throughout the study intersections. 4.4 TRIP ASSIGNMENT Based on the project trip generation and trip distribution, AM and PM project trips were assigned to the local roadway network and through the study intersections. Figure 4-2 displays the trip assignment for the project at the study intersections and roadway segments within the study area. Myford Warehouse I Transportation Impact Analysis August 2020 FIGURE 4-1 PROJECT 1 2 3 4 rc rc rc Q 50%S o o o 15% 1 40% p ❑ p o ' p ' Michelle Dr Walnut Ave Michelle Dr Walnut Ave a 10% (40%) a n rc o o (40%) o �. �. (10%) ❑ 5 6 7 8 rc rc rc o� o o o 0 0 a(10%) a 5% a 30% ❑ Walnut Ave 1-5 SB Ramps 1-5 NB Ramps Walnut Ave (35%) a a n a n a (5%) a o 0 0 0 0 25%❑ �. �. �. �. 9 a' a(10%) Walnut Ave Legend 10%o X-1.1(Y91)=IN/OUT PERCENT DISTRIBUTION 10% 10% 7 NOT TO SCALE _ 4 35°/D © 30% Michelle Or 1 � 3 C 0 Y E C LL LEGEND: 8 5% 09 walnut q�e 4 5 X =Study Intersection 2 =Project Site 10% Myford Warehouse I Transportation Impact Analysis August 2020 FIGURE 4-2 PROJECT 1 2 3 4 rc rc 27/73 N y c 8/22 1 21/58 p ❑ p Il ' p Michelle Dr Walnut Ave Michelle Dr Walnut Ave u 5/15 a 24/55 u o 24/55 b 6/14 ❑ w 5 6 7 8 rc rc rc oz n n �rc u 6/14 a 3/7 Il Il p 16/44 ❑ Walnut Ave 1-5 SB Ramps 1-5 NB Ramps Walnut Ave 21/48 p Q o p o p 3/7 0 13/37 ❑ Im 9 a' LL a 6/14 Walnut Ave 5/15 o Legend X I Y=AM I PM PEAK HOUR TURNING VOLUMES NOT TO SCALE AllitifflaM v 6 Michelle Or 1 � 3 s a C -0 Y E C LL LEGEND: $ Q walnut Ave 4 5 O =Study Intersection 2 =Project Site Myford Warehouse I Transportation Impact Analysis August 2020 5 EXISTING WITH "PROJECT CONDITIONS This section provides a description of the Existing Conditions with the addition of the proposed project. 5.1 ROADWAY NETWORK CHANGES No changes to the study roadway network are assumed to take place under Existing with Project Conditions. 5.2 TRAFFIC VOLUMES The proposed project would generate 1,643 daily trips with 114 morning peak hour trips (53 in, 61 out) and 284 afternoon peak-hour trips (146 in, 138 out). Existing with Project Conditions volumes were determined by adding the project traffic to the Existing Conditions volumes and are shown in Figure 5-1. Existing with Project condition roadway volumes were determined by adding project-generated daily trips to the study roadway segments. 5.3 INTERSECTION ANALYSIS Table 5-1 displays the LOS analysis results for the study intersections under the Existing with Project Conditions. As shown in the table, all intersections within the study area would operate at LOS D or better with the addition of the proposed project. Appendix B.1 contains the intersections LOS calculation worksheets for Existing Plus Project Conditions. 5.4 ROADWAY SEGMENT ANALYSIS Table 5-2 displays the roadway segments analysis under the Existing with Project Conditions. As shown in the table, all roadway segments within the study area function at LOS D or better under Existing with Project Conditions except the following: • Jamboree Road — between Michelle Drive and Walnut Avenue However, according to Irvine's performance criteria, a V/C change of less than 0.02 is not considered a significant project impact. Myford Warehouse I Transportation Impact Analysis August 2020 FIGURE 5-1 EXISTING WITH "PROJECT • 1 2 3 4 rc rc rc Q 219/246 246 ' Q 1 147 'y a 427/136 136 a 598/862 a 1/1 c 572/914 p 192/95 p a ❑ p 168/51 p a ❑ ' p 1/9 p a ❑ ' p 341/325 Michelle Dr Walnut Ave Michelle Dr Walnut Ave a R p 87/84 84 a R p 1154/659 659 77/359 a 327/685 1/29 0 227/702 0 8/29 ❑ 43/17 ❑ 39/129 ❑ 196/426 ❑ 5 6 7 8 rc te te of �a Q 283/334Q 389/1111 Q 139/652 a 698/872 r ri `D N c 1 78/864 p a p a p 1068/628 p o ❑ p 144/156 Walnut Ave 1-5 SB Ramps 1-5 NB Ramps Walnut Ave 88/323 a u o U 444/553 s o U o U 369/188 a u o U 448/678 0 462/231 0 805/597 ❑ 329/145 ❑ mm 9 ry LL Q 99/31 a 355/1032 p a ❑ p 35/27 Walnut Ave 318/89 p Q R p Legend 581/514 a 223/74 ❑ X/Y=AM/PM PEAK HOUR TURNING VOLUMES NOT TO SCALE AllitifflaM v 6 Michelle Or 1 � 3 s a C -0 Y E C LL LEGEND: $ Q walnut Ave 4 5 O =Study Intersection 2 =Project Site • Myford Warehouse I Transportation Impact Analysis August 2020 Table 5-1 Existing with Project Conditions Intersection LOS Summary Traffic Existing Existing with Project Intersection Jurisdiction Control Peak Conditions Conditions (a) Hour ICU LOS ICU LOS a in Sig (b) (c) (b) (c) Dela (d) Myford Rd. at Michelle AM 0.19 A 0.19 A 0.00 NO 1 Dr. City of Irvine Signal PM 0.32 A 0.37 A 0.05 NO 2 Myford Rd. at Walnut City of Irvine Signal AM 0.29 A 0.30 A 0.01 NO Ave. PM 0.42 A 0.44 A 0.02 NO 3 Jamboree Rd. at City of Irvine Signal AM 0.66 B 0.67 B 0.01 NO Michelle Dr. PM 0.70 B 0.72 B 0.02 NO 4 Jamboree Rd. NB at City of Irvine Signal AM 0.50 A 0.51 A 0.01 NO Walnut Ave. PM 0.50 A 0.51 A 0.01 NO 5 Jamboree Rd. SB City of Irvine Signal at AM 0.34 A 0.35 A 0.01 NO Walnut Ave. PM 0.53 A 0.54 A 0.01 NO 6 Jamboree Rd. at 1-5 SB Caltrans Signal AM 0.77 C 0.78 C 0.01 NO Ramps PM 0.57 A 0.58 A 0.01 NO 7 Jamboree Rd. at 1-5 NB Caltrans Signal AM 0.79 C 0.79 C 0.00 NO Ramps PM 0.78 C 0.81 C 0.03 NO Tustin Ranch Rd. at City of Signal AM 0.60 A 0.60 A 0.00 NO Walnut Ave. Tustin .................................................................................................................................................................................................................................................. PM 0.86 D 0.86 D 0.00 NO Franklin Ave. at Walnut City of AM 0.40 A 0.40 A 0.00 NO Ave. Tustin Signal na ................................................................................................................................................... PM 0.64 B 0.64 B 0.00 NO Notes: (a) Signal=Traffic Signal (b) Intersection Capacity Utilization (c) Intersection operation is expressed in terms of volume-to-capacity(V/C)ratio using ICU methodologies. (d) Sig=Significant impact? i Myford Warehouse I Transportation Impact Analysis August 2020 o � % S ° \ 2 \ \ \ f \ C) \ C k $ ! = c 6 6 6 6 0 ƒ e : o / co / Q\ co \ & @ \¥ 7 @ / C) 0 6 0 0 » 0 E 7 w e 7 \ b 7 (. � g \ \ + ' Lo CV) a co w a \ 7 /\ ® ? % u E o q \ \ 2 7 7 c « o o o q CO _ / * ) a / o k J _0A ¥ r = o y ) 0 % 7 7 / / $ o e 2 2 / \ CD x \ « _ L r a \ % w ; 0 0 0 0 0 7 / UR 7 7 7 7 / q / 2 \ \ \ / 0 \ 2 \ \ k � 2- co$ $ \ ± .0 \ \ \ \ / \ X a ea # C142 2 a o 2 a o = o ® ± [ a § 3M > M> / § / ƒ/ f m o = o = o = o = o ± o c -1 2 ° § � � \ § � � \ ) _ _ / e U) ± ± E 7/ 4 2 s2 s _ ¥ f 2 C-) 2 7 \ k § { ® _ < \ \ C-) .g 0 C \ c o \ \ $ \ \ \ ) U \ ° a k 2 ƒ - � � R \ � • OPENING YEAR 121) CONDITIONS This section summarizes the Opening Year (2021) Conditions. This scenario establishes a baseline to compare against the Opening Year(2021)with Project Conditions to determine direct project impacts.Year 2020 was selected as the anticipated opening year of the project. 6.1 ROADWAY NETWORK CHANGES No changes to the study roadway network are assumed to take place under Opening Year (2021) Conditions. 6.2 TRAFFIC VOLUMES Opening day intersection and roadway segment volumes were developed using the Irvine Transportation Analysis Model (ITAM). ITAM is operated and maintained by the City of Irvine, and the ITAM model area covers the Myford project study area. The ITAM forecast year for long-range future conditions is 2021 and 2040.The ITAM includes known cumulative projects in coordination with the City of Irvine and City of Tustin. As a conservative approach, if a turning movement forecast volume produced by this model was less than the existing traffic count for that movement, manual adjustments were made to ensure that all forecast volumes would be equal to or greater than the existing turning movement counts. Figure 6-1 illustrates the resulting Opening Year(2021) Conditions peak-hour and daily traffic volumes in the study area. Myford Warehouse I Transportation Impact Analysis August 2020 FIGURE 6-1 OPENING A. (2021) TRAFFIC VOLUMES 1 2 3 4 rc rc rc Q 225/124 124 ' Q 6/39 'y a 470/125 M a 808/876 m a 2/2 " `D m a 892/1005 p 220 /36 p Il ❑ ,a 285/88 p Il ❑ ' p 2/10 p Il ❑ ' ,a 358/294 Michelle Dr Walnut Ave Michelle Dr Walnut Ave Q a 90/44 Q o p 159/656 p 4 4 p 100/405 a 432/814 1/8 a 323/911 a 10/24 ❑ _ _ 69/19 ❑ _ _ 30/128 A 247/500 ❑ 1 -6J 7 8 rc rc rc ez369/362N rca Q 369/362 Q 370/983 Q 261/606 E a 879/971 r`�i m m `�' `M° a 284 /922 p Il p Il p 1270/419 p Il ❑ p 180/125 Walnut Ave 1-5 SB Ramps 1-5 NB Ramps Walnut Ave 65/406 a a n p 426/511 n p n p 402/259 a a n p 497/867 a 559/364 a 733/781 ❑ 227/118 ❑ 9 ry Q 117/45 a 572/1040 p a ❑ p 34/28 Walnut Ave 401/134 u u o U Legend 671/580 0 264/119 ❑ X I Y=AM I PM PEAK HOUR TURNING VOLUMES NOT TO SCALE AlitifflaM v 6 Michelle Or 1 � 3 s a C -0 Y E C LL LEGEND: $ Q walnut Ave 4 5 O =Study Intersection 2 =Project Site Myford Warehouse I Transportation Impact Analysis August 2020 6.3 INTERSECTION ANALYSIS Table 6-1 displays the LOS analysis results for the study intersections under the Opening Year (2021) Conditions. As shown in the table, all intersections within the study area would operate at LOS D or better in both peak hours. Appendix B.2 contains the intersections LOS calculation worksheets for the Opening Year (2021) Conditions. Table 6-1 Opening Year(2021) Conditions Intersection LOS Summary Opening Year Intersection Jurisdiction Traffic Peak Conditions Control (a) Hour ICU (b) I LOS (c) AM 0.22 A 1 Myford Rd. at Michelle Dr. City of Irvine Signal PM 0.32 A Myford Rd. at Walnut AM 0.36 A 2 City of Irvine Signal .................................................................................................................................................... Ave. PM 0.43 A Jamboree Rd. at Michelle AM 0.62 B 3 Dr. City of Irvine Signal .................................................................................................................................................... PM 0.77 C Jamboree Rd. NB at AM 0.61 B 4 City of Irvine Signal .................................................................................................................................................... Walnut Ave. PM 0.57 A Jamboree Rd. SB at AM 0.42 A 5 Walnut Ave. City of Irvine Signal .................................................................................................................................................... PM 0.59 A Jamboree Rd. at 1-5 SB AM 0.75 C 6 p Caltrans Signal ...........PM.............................D...�.0...........................................A....................... Ramps Jamboree Rd. at 1-5 NB AM 0.83 D 7 p Caltrans Signal ...........PM.............................0.. ..3...........................................C....................... Ramps Tustin Ranch Rd. at AM 0.55 A 8 City of Tustin Signal .................................................................................................................................................... Walnut Ave. PM 0.86 D Franklin Ave. at Walnut AM 0.55 A 9 City of Tustin Signal .................................................................................................................................................... Ave. PM 0.74 C Notes: (a) Signal=Traffic Signal (b) Intersection Capacity Utilization (c) Intersection operation is expressed in terms of volume-to-capacity(V/C)ratio using ICU methodologies. Myford Warehouse I Transportation Impact Analysis August 2020 6.4 ROADWAY SEGMENT ANALYSIS Table 6-2 displays the roadway segments analysis under the Opening Year(2021) Conditions. As shown in the table, all study roadway segments are projected to operate at acceptable LOS except the following: • Jamboree Road — between Michelle Drive and Walnut Avenue Table 6-2 Opening Year(2021) Conditions Roadway Segment LOS Summary LOS E Opening LOS D Roadway Segment Capacity Year V/C or ADT Better? City of Irvine Walnut Avenue Myford Road to Jamboree 32,000 22,600 0.706 Yes Road Jamboree Road Michelle Drive to Walnut 63,000 68,100 1.081 No Avenue Michelle Drive Myford Road to Jamboree 28,000 20,600 0.736 Yes Road Myford Road Michelle Drive to Walnut 28,000 3,700 0.132 Yes Avenue City of Tustin(1) Walnut Avenue Tustin Ranch Road to 37,500 21,400 0.571 Yes Franklin Avenue Notes: LOS= Level of Service ; ADT=Average Daily Traffic (1) The City of Tustin uses intersection LOS evaluation to determine project traffic related impacts. This volume over capacity analysis of the roadways within the City of Tustin are show for informational purposes only. Myford Warehouse I Transportation Impact Analysis August 2020 OPENING YEAR (2021) WITH PROJECT CONDITIONS _,M111 This section provides a description of the Opening Year(2021) Conditions with the addition of the proposed project. 7.1 ROADWAY NETWORK CHANGES No changes to the study roadway network are assumed to take place under Opening Year (2021) with Project Conditions. 7.2 TRAFFIC VOLUMES The proposed project would generate 1,643 daily trips with 114 morning peak hourtrips (53 in, 61 out) and 284 afternoon peak-hourtrips(146 in, 138 out). Opening Year(2021)with Project Conditions volumes were determined by adding the project traffic to the Opening Year volumes and are shown in Figure 7-1. Opening Year(2021)with Project condition roadway volumes were determined by adding project-generated daily trips to the study roadway segments. 7.3 INTERSECTION ANALYSIS Table 7-1 displays the LOS analysis results for the study intersections under the Opening Year(2021)with Project Conditions. As shown in the table, all intersections within the study area would operate at LOS D or better with the addition of the proposed project. Appendix B.2 contains the intersections LOS calculation worksheets for the Opening Year (2021) with Project Conditions. 7.4 ROADWAY SEGMENT ANALYSIS Table 7-2 displays the roadway segments analysis under Opening Year(2021)with Project Conditions.As shown in the table, all roadway segments within the study area function at LOS D or better under Opening Year(2020) with Project Conditions except the following: • Jamboree Road— between Michelle Drive and Walnut Avenue However, according to Irvine's performance criteria, a V/C change of less than 0.02 is not considered a significant project impact. Myford Warehouse I Transportation Impact Analysis August 2020 1 2 3 FIGURE 7-1 OPENING YEAR (2021) WITH PROJECT TRAFFIC VOLUMES rc rc 4 rc Q 252/197 \ mm ' Q 6/39 'y a 470/125 M a 808/876 m a 2/2 " `D 2 c 900/1027 1027 p 241/94 p Il ❑ ,a 285/88 p Il ❑ ' p 2/10 1 Il ❑ ' ,a 358/294 Michelle Dr Walnut Ave Michelle Dr Walnut Ave a a 95/59 Q o p 183/711 a a o p 100/405 a 432/814 1/8 a 347/966 a 10/24 ❑ _ _ 69/19 ❑ _ _ 30/128 A 253/514 ❑ 5 6 7 8 rc rc rc ez369/362mm rca — Q 369/362 Q 370/983 s- Q 267/620 m a 882/978 ri m " m `�' `M° c 284 /922 1286/463 p a ❑ ,a 180/125 Walnut Ave 1-5 SB Ramps 1-5 NB Ramps Walnut Ave 86/454 a a n p 426/511 n p n p 402/259 a a n p 500/874 a 559/364 a 746/818 ❑ 227/118 ❑ 9 ry Q 117/45 a 578/1054 p a ❑ p 34/28 Walnut Ave 401/134 u u o u 676/595 o Legend 264/119 Tm X I Y=AM I PM PEAK HOUR TURNING VOLUMES NOT TO SCALEAlitifflaM v g ,. Michelle Or "t 1 � 3 a a C j0 Y E C LL LEGEND: $ LE� Q Walnut Ave 4 5 ( X ) =Study Intersection 2 \�� =Project Site Myford Warehouse I Transportation Impact Analysis August 2020 Table 7-1 Opening Year(2021)with Project Conditions Intersection LOS Summary Opening Opening Year(2021)with Traffic peak Year(2021) project Conditions Intersection Jurisdiction Control Hour Conditions (a) ICU LOS ICU LOS Ain Sig (b) (c) (b) (c) Dela (d) Myford Rd. at Michelle AM 0.22 A 0.23 A 0.01 NO 1 Dr. City of Irvine Signal PM 0.32 A 0.38 A 0.06 NO 2 Myford Rd. at Walnut City of Irvine Signal AM 0.36 A 0.38 A 0.02 NO Ave. PM 0.43 A 0.45 A 0.02 NO 3 Jamboree Rd. at City of Irvine Signal AM 0.62 B 0.62 B 0.00 NO Michelle Dr. PM 0.77 C 0.80 C 0.03 NO 4 Jamboree Rd. NB at City of Irvine Signal AM 0.61 B 0.62 A 0.01 NO Walnut Ave. PM 0.57 A 0.58 A 0.02 NO 5 Jamboree Rd. SB City of Irvine Signal at AM 0.42 A 0.43 A 0.01 NO Walnut Ave. PM 0.59 A 0.60 A 0.01 NO 6 Jamboree Rd. at 1-5 SB Caltrans Signal AM 0.75 C 0.75 C 0.00 NO Ramps PM 0.60 A 0.62 B 0.02 NO 7 Jamboree Rd. at 1-5 NB Caltrans Signal AM 0.83 D 0.84 C 0.01 NO Ramps PM 0.73 C 0.73 C 0.00 NO Tustin Ranch Rd. at City of Signal AM 0.55 A 0.55 A 0.00 NO Walnut Ave. Tustin .................................................................................................................................................................................................................................................. PM 0.86 D 0.87 D 0.68 NO 9 Franklin Ave. at Walnut City of Signal AM 0.55 A 0.55 A 0.00 NO ................................................................................................................................................... Ave. Tustin PM 0.74 C 0.74 C 0.00 NO Notes: (a) Signal=Traffic Signal (b) Intersection Capacity Utilization (c) Intersection operation is expressed in terms of volume-to-capacity(V/C)ratio using ICU methodologies. (d) Sig=Significant impact? Myford Warehouse I Transportation Impact Analysis August 2020 m = o � m o m m m q / 2 0 \ / 9 \ co \ % 3 \ ■ > o 0 0 0 0 = = c 6 6 6 6 6 Q •- a \ @ / 2 $ \ \ k > w g w e G o 0 6 0 .2 ± E § f { / e q \ \ 2 7 } _ ■ o r CN _ � / co- CO O>— \ & & ( r o ? 0 / \ c \ \ 0) \ \ &7 CO a « E * e § _0 o / 0 C e E E E CD E CD k 6 § � o/ � # � CD 0 p q 2 \ r & / \ � \ ® LU : o 0 0 0 0 \ 0 \ m E E E E q '/ \ / 0 / 2 \ \ \ \ � § o % » 2E & \ k 0 k ll� I � I 2 2 co 5§ cn co 0 5 0 5 0 _ 2 f E\ o\ k / .[ f $ f $ 0 e $ \ J k 0 3 0 3 ± o :m — E \ j \ C%l co co o \ 0M rt [ 2 2 ƒ 2 ƒ § \ qa 2 = 2 k /0 # » ' / 9 ! / § / \./ ± ) { % § 2 > § / 7 k k \ : • « 2 2 2 « $ o0 0 2 k 2 M 2 k �� � '- ■ / J \ J § Cl) \ e b b 0 This section summarizes the Horizon Year (2040) Conditions. This scenario establishes a baseline to compare against the Horizon Year(2040)with Project Conditions to determine direct project impacts. 8.1 ROADWAY NETWORK CHANGES No changes to the study roadway network are assumed to take place under Horizon Year (2040) Conditions. 8.2 TRAFFIC VOLUMES The Horizon Year intersection and roadway segment volumes were developed using the Irvine Transportation Analysis Model (ITAM). ITAM is operated and maintained by the City of Irvine, and the ITAM model area covers the Myford project study area. The ITAM forecast year for long-range future conditions is 2020 and 2040. The ITAM includes know cumulative projects in coordination with the City of Irvine and City of Tustin. As a conservative approach, if a turning movement forecast volume produced by this model was less than the existing traffic count for that movement, manual adjustments were made to ensure that all forecast volumes would be equal to or greater than the existing turning movement counts. Figure 8-1 illustrates the resulting Horizon Year (2040) Conditions peak-hour and daily traffic volumes in the study area. 8.3 INTERSECTION ANALYSIS Table 8-1 displays the LOS analysis results for the study intersections under the Horizon Year (2040) Conditions. As shown in the table, all intersections within the study area would operate at LOS D or better in both peak hours. Appendix B.3 contains the intersections LOS calculation worksheets for Horizon Year(2040) Conditions. Myford Warehouse I Transportation Impact Analysis August 2020 Table 8-1 Horizon Year(2040) Conditions Intersection LOS Summary Horizon Year Intersection Jurisdiction Traffic Peak Conditions Control (a) Hour ICU (b) I LOS (c) AM 0.34 A 1 Myford Rd. at Michelle Dr. City of Irvine Signal PM 0.37 A Myford Rd. at Walnut AM 0.36 A 2 City of Irvine Signal .................................................................................................................................................... Ave. PM 0.48 A Jamboree Rd. at Michelle AM 0.71 C 3 Dr. City of Irvine Signal .................................................................................................................................................... PM 0.79 C Jamboree Rd. NB at AM 0.67 B 4 Walnut Ave. City of Irvine Signal .................................................................................................................................................... PM 0.69 B Jamboree Rd. SB at AM 0.50 A 5 Walnut Ave. City of Irvine Signal .................................................................................................................................................... PM 0.63 B Jamboree Rd. at 1-5 SB AM 0.75 C 6 p Caltrans Signal ...........PM.............................0...�.3...........................................B....................... Ramps Jamboree Rd. at 1-5 NB AM 0.84 D 7 p Caltrans Signal ...........PM.............................0.. ..3...........................................C....................... Ramps Tustin Ranch Rd. at AM 0.68 B 8 City of Tustin Signal .................................................................................................................................................... Walnut Ave. PM 0.88 D Franklin Ave. at Walnut AM 0.57 A 9 City of Tustin Signal .................................................................................................................................................... Ave. PM 0.76 C Notes: (a) Signal=Traffic Signal (b) Intersection Capacity Utilization (c) Intersection operation is expressed in terms of volume-to-capacity(V/C)ratio using ICU methodologies. Myford Warehouse I Transportation Impact Analysis August 2020 FIGURE 8-1 HORIZON YEAR 141) TRAFFIC VOLUMES 7 2 3 4 rc rc rc \ \ \ 4 184/212 \ \ \ ' Q 8/59 a 527/106 106 a 724/965 5/5 5 " m c 744/1187 p 370/61 p a ❑ ,a 310/118 p a ❑ ' p 6/26 p a ❑ ' ,a 359/383 Michelle Dr Walnut Ave Michelle Dr Walnut Ave Q a 97/75 a p a 181/565 127/222 a 573/794 3/17 a 438/828 a 40/89 ❑ 99/25 mm 80/194 mm 1 365/612 ❑ 1 -6J 7 8 rc rc rc ez 346/386 404/992 mm rca — Q Q s- Q 205/586 m a 768/1134 r"i m m o `D c 259/995 1265/466 p a ❑ 1 237/239 Walnut Ave 1-5 SB Ramps I-5 NB Ramps Walnut Ave 45/350 350 p a p p 431/470 p p p p '360/215 p a p p 682/800 a 696/352 a 729/862 ❑ 343/194 ❑ 9 M Q 111/36 a 543/1171 p a ❑ p 31/26 Walnut Ave 467/122 122 u u p u Legend 838/612 b 289/132 ❑ XIY=AMIPM PEAK HOUR TURNING VOLUMES NOT TO SCALE AlitifflaM v 6 Michelle Or 1 � 3 s a C -0 Y E C LL LEGEND: $ Q walnut Ave 4 5 O =Study Intersection 2 =Project Site Myford Warehouse I Transportation Impact Analysis August 2020 8.4 ROADWAY SEGMENT ANALYSIS Table 8-2 displays the roadway segments analysis under the Horizon Year (2040) Conditions. As shown in the table, all roadway segments within the study area function at LOS D or better under the Horizon Year (2040) Conditions except the following: • Jamboree Road — between Michelle Drive and Walnut Avenue Table 8-2 Horizon Year(2040) Conditions Roadway Segment LOS Summary LOS E Horizon LOS D Roadway Segment Capacity Year V/C or ADT Better? City of Irvine Walnut Avenue Myford Road to Jamboree 32,000 23,900 0.747 Yes Road Jamboree Road Michelle Drive to Walnut 63,000 72,500 1.151 No Avenue Michelle Drive Myford Road to Jamboree 28,000 21,300 0.761 Yes Road Myford Road Michelle Drive to Walnut 28,000 4,200 0.150 Yes Avenue City of Tustin(1) Walnut Avenue Tustin Ranch Road to 37,500 22,900 0.611 Yes Franklin Avenue Notes: LOS= Level of Service ; ADT=Average Daily Traffic (1) The City of Tustin uses intersection LOS evaluation to determine project traffic related impacts. This volume over capacity analysis of the roadways within the City of Tustin are show for informational purposes only. Myford Warehouse I Transportation Impact Analysis August 2020 • HORIZON YEAR 141 PROJECT • • This section provides a description of the Horizon Year(2040) Conditions with the addition of the proposed project. 9.1 ROADWAY NETWORK CHANGES No changes to the study roadway network are assumed to take place under Horizon Year (2040) with Project Conditions. 9.2 TRAFFIC VOLUMES The proposed project would generate 1,643 daily trips with 114 morning peak hourtrips (53 in, 61 out) and 284 afternoon peak-hour trips (146 in, 138 out). Horizon Year(2040)with Project Conditions volumes were determined by adding the project traffic to the Horizon Year volumes and are shown in Figure 9-1. Horizon Year(2040)with Project condition roadway volumes were determined by adding project-generated daily trips to the study roadway segments. 9.3 INTERSECTION ANALYSIS Table 9-1 displays the LOS analysis results for the study intersections under the Horizon Year(2040) with Project Conditions. As shown in the table, all intersections within the study area would operate at LOS D or better with the addition of the proposed project. Appendix B.3 contains the intersections LOS calculation worksheets for the Horizon Year (2040) with Project Conditions. Myford Warehouse I Transportation Impact Analysis August 2020 FIGURE 9-1 HORIZON YEAR (2040) WITH PROJECT TRAFFIC VOLUMES 1 2 3 4 rc rc rc Q 211/285 ' Q 8/59 'y a 527/106 r a 724/965 `D a 5/5 " c 752/1209 p 391/119 p a ❑ p 310/118 p a ❑ ' p 6/26 p a ❑ ' p 359/383 Michelle Dr Walnut Ave Michelle Dr Walnut Ave Q a 102/90 a R p 205/620 p a R p 127/222 0 573/794 3/17 0 462/883 0 40/89 ❑ _ _ 99/25 ❑ _ _ _ 80/194 ❑ 371/626 ❑ 5 6 7 8 rc rc rc of �a — Q 346/386 Q 404/992 _� Q 211/600 a 771/1141 M o `D c 259/995 995 p a p a p 1281/510 p a ❑ p 237/239 Walnut Ave 1-5 SB Ramps 1-5 NB Ramps Walnut Ave 66/398 398 a u o U 431/470 s o U o U 360/215 215 a u o U 685/807 0 696/352 0 742/899 ❑ 343/194 ❑ 9 M LL Q 111/36 a 549/1185 p a ❑ ,a 31/26 Walnut Ave 467/122 122 a Q R a Legend 843/627 a 289/132 ❑ X/Y=AM/PM PEAK HOUR TURNING VOLUMES NOT TO SCALEAllitifflaM v g ,. Michelle Or "t 1 � 3 a a C j0 Y E C LL LEGEND: $ LE� Q Walnut Ave 4 5 ( X ) =Study Intersection 2 \�� =Project Site Myford Warehouse I Transportation Impact Analysis August 2020 Table 9-1 Horizon Year(2040)with Project Conditions Intersection LOS Summary Horizon Horizon Year(2040)with Traffic peak Year(2040) project Conditions Intersection Jurisdiction Control Hour Conditions (a) ICU LOS ICU LOS Ain Sig (b) (c) (b) (c) Dela (d) Myford Rd. at Michelle AM 0.34 A 0.35 A 0.01 NO 1 Dr. City of Irvine Signal PM 0.37 A 0.43 A 0.05 NO 2 Myford Rd. at Walnut City of Irvine Signal AM 0.36 A 0.37 A 0.01 NO Ave. PM 0.48 A 0.51 A 0.03 NO 3 Jamboree Rd. at City of Irvine Signal AM 0.71 C 0.72 C 0.01 NO Michelle Dr. PM 0.79 C 0.81 D 0.02 NO 4 Jamboree Rd. NB at City of Irvine Signal AM 0.67 B 0.69 B 0.02 NO Walnut Ave. PM 0.69 B 0.70 B 0.01 NO 5 Jamboree Rd. SB City of Irvine Signal at AM 0.50 A 0.50 A 0.00 NO Walnut Ave. PM 0.63 B 0.65 B 0.02 NO 6 Jamboree Rd. at 1-5 SB Caltrans Signal AM 0.75 C 0.76 C 0.01 NO Ramps PM 0.63 B 0.65 B 0.02 NO 7 Jamboree Rd. at 1-5 NB Caltrans Signal AM 0.84 D 0.86 D 0.02 NO Ramps PM 0.73 C 0.74 C 0.01 NO Tustin Ranch Rd. at City of Signal AM 0.68 B 0.68 B 0.00 NO Walnut Ave. Tustin .................................................................................................................................................................................................................................................. PM 0.88 D 0.89 D 0.01 NO 9 Franklin Ave. at Walnut City of Signal AM 0.57 A 0.57 A 0.00 NO ................................................................................................................................................... Ave. Tustin PM 0.76 C 0.77 C 0.01 NO Notes: (a) Signal=Traffic Signal (b) Intersection Capacity Utilization (c) Intersection operation is expressed in terms of volume-to-capacity(V/C)ratio using ICU methodologies. (d) Sig=Significant impact? 9.4 ROADWAY SEGMENT ANALYSIS Table 9-2 displays the roadway segments analysis under the Horizon Year(2040) with Project Conditions. As shown in the table, all roadway segments within the study area function at LOS D or better under the Horizon Year(2040)with Project Conditions except the following: • Jamboree Road - between Michelle Drive and Walnut Avenue However, according to Irvine's performance criteria, a V/C change of less than 0.02 is not considered a significant project impact. Myford Warehouse I Transportation Impact Analysis August 2020 o � S ° \ 2 \ \ \ k 3 &0 0 o n r § > / E / \ E = c 6 6 6 6 6 ! o - ® § e @ $ / 7 \ LO > w w (Q � o \ 0 6 0 \ » CO § + 2 e q \ \ = 7 CO : % :a fl-� G G - o \ 3 g ?a / & \ \ % \ f \ 7 E c . E4 y \ � \ \ \ \ k \ 4 a § - \ � k � E M e E E E C) E / k _ C 4 G r � 0 0 ƒ \ ƒ « \ / & q \ e = I ® C \ \ \ L . 0 0 0 0 0 '/ e J m R 7 7 7 7 / § a q / 2 \ \ \ [ § 0 7 = _ o \ A C:) $ a $ a \ 2 } % o e @ u .2 a / f / f / \ 2 3 / co co \ j ƒ \ \ E 2 ' $ 2 ' $ $ § E C ° 0 � < � < ° / & ± 2 ± 2 E } ./ 2 ƒ 2 ƒ co \ \ ) / n / \ t .\ ./ \ E > ° Cl) § J § @ § / O .� J o k o " ® � � 0 \ SUMMARY10 PROJECT IMPACTS V 4111 The following section provides a summary of the key findings and study recommendations 10.1 SUMMARY OF INTERSECTION ANALYSES All intersections would operate at LOS D or better under all scenarios.As such, no project-related impacts are identified at study intersections. 10.2 SUMMARY OF ROADWAY SEGMENT ANALYSES All project roadway segments are projected to operate at acceptable LOS for the different scenarios except for the following: • Jamboree Road —between Michelle Drive and Walnut Avenue in all scenarios. As noted in the study, Jamboree Road between Michelle Drive and Walnut Avenue would operate at an unacceptable LOS with and without the proposed project. Based on the nominal increase of volumes as a result of the project, the project is not considered having a significant transportation related impact along this roadway segment. J 1 SITE ACCESS AND ■ . KING The project access will consist of two driveways off of southbound Myford Road. The project site plan shows that the project would provide two driveway entries ranging in size from 35'to 55'. The on-site circulation consists of the main entry drive, connecting at the southeast edge of the site to an east-west drive aisle that runs the length of the site.The project driveway will only service the project. Drive aisles leading to the truck dock doors along the west side of both buildings will be 35 feet wide. The site plan shows that a total of 111 parking spaces, including 10 accessible spaces,would be provided on the site. This meets the City's parking code requirement, per the City's Municipal Code for warehousing uses. 11 .1 PROJECT DRIVEWAY QUEUEING Project driveway ingress and egress queuing was analyzed using SimTraffic software under Horizon Year Plus Project AM and PM peak hour conditions. Ingress queueing (vehicles making a northbound left-turn into the site) would occur within the existing two-way left-turn median lane. Figure 11-1 shows Horizon Year Plus Project AM and PM peak hour volumes at the project driveways. As shown in Table 11-1, 95th percentile ingress queue lengths are projected to be up to 29 feet (1-2 vehicles) and egress queue lengths are projected to be up to 50 feet (2 vehicles). SimTraffic queueing reports for the project driveway intersections are contained in Appendix C. Myford Warehouse I Transportation Impact Analysis August 2020 Figure 11-1 Horizon Year(2040)with Project Driveway Volumes 1 d 2 d N r Q r x d d p r d p Project Dwy 1 Project Dwy 2 (Southern Dwy) (Northern Dwy) 12126 u 13127 7u 18143 v 18142CO ccs d co c� r dr c� co M Table 11-1 Horizon Year(2040)with Project Conditions Project Driveway 95th Percentile Queueing Horizon Year+ Project Roadway Peak 95th Percentile Queue (ft) Hour NBL EBUR Myford Rd at Project Dwy 1 AM 26 35 (Southern Dwy) PM 29 46 Myford Rd at Project Dwy 2 AM 23 39 (Northern Dwy) PM 28 50 Note: Average vehicle length =25ft Myford Warehouse I Transportation Impact Analysis August 2020 12 VEHICLE MILES TRAVELED (VMT) ASSESSMENT 7% Senate Bill 743 (SB 743) was approved by the California legislature in September 2013. SB 743 requires changes to California Environmental Quality Act (CEQA), specifically directing the Governor's Office of Planning and Research (OPR)to develop alternative metrics to the use of vehicular"level of service" (LOS) for evaluating transportation projects. OPR has prepared a technical advisory ("OPR Technical Advisory") for evaluating transportation impacts in CEQA and has recommended that Vehicle Miles Traveled (VMT) replace LOS as the primary measure of transportation impacts. The Natural Resources Agency has adopted updates to CEQA Guidelines to incorporate SB 743 that requires use of VMT for the purposes of determining a significant transportation impact under CEQA. The City of Tustin is in the process of to adopt VMT-based metric guidelines to evaluate transportation impacts for CEQA. Until the City adopts a VMT policy, projects are likely to be evaluated on a case-by-case basis. The VMT assessment methodology for this project was determined in coordination with the City of Tustin staff. 12.1 LOW-VMT AREA SCREENING Projects that located in areas with low VMT, and that incorporate similar features (i.e., density, mix of uses, transit accessibility), will tend to exhibit similarly low VMT. Because new development in such locations would likely result in a similar level of VMT, low VMT areas can be used to screen out projects from needing to prepare a detailed VMT analysis. VMT data based on Orange County Transportation Analysis Model (OCTAM) shows the employment (commute) VMT per employee for the traffic analysis zone JAZ) in which the project is located is below than the Citywide VMT per employee. The Project VMT per Employee is 23.1, which is lower than the Citywide VMT per employee of 23.6. The project will screen out as the project site is in a low VMT area based on OCTAM. 12.2 TRUCK TRIPS RELATED TO SHIPPING ACTIVITIES The OPR guidance indicates that, although heavy vehicle traffic can be included for analysis convenience, the SB 743 analysis requirements are specific to passenger-vehicles and light duty trucks. While it may be appropriate to consider heavy vehicle traffic if directed by the lead agency, it is generally understood that Interstate commerce and related heavy vehicle traffic are regulated by the federal government as it relates to commerce. Irrespective of this and considering that the end-user of this facility is unknown at this time (so the nature of the business enterprise and its probable origins and destinations are unknown), it is reasonable to assume that the ultimate end user will select this location, at least in part, as to how it effects their transportation costs. Most often businesses who have shipping as a significant part of their operations are sensitive to transportation costs and their relative proximity to customers and suppliers. Accordingly, it is reasonable to assume that warehouses are often located in a manner to reduce VMT given that it is the interest of the business. 12.3 CONCLUSION Based on the considerations noted above, the project will screen out as the project site is in a low VMT area based on OCTAM. As such the project would result in a less-than-significant finding under SB 743. Myford Warehouse I Transportation Impact Analysis August 2020 EXISTING TRAFFIC COUNT DATA Myford Warehouse I Transportation Impact Analysis August 2020 National Data &Surveying Services Location:Myford Rd&Michelle Dr Intersection Turning Movement Count City:Tustin Project ID:19-01114-002 Control:Signalized Date:5292019 Total NS/EW Streets: My(ord Rd My(ord Rd Michelle Dr Michelle Dr NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 2 0 1 0 0 1 0 0 0 2 0 0 1 2 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 7:00 AM 6 0 11 1 3 0 0 0 0 10 3 0 34 66 1 0 135 7:15 AM 3 0 7 0 0 0 1 0 0 10 1 0 27 53 0 0 102 7:30 AM 6 0 9 0 0 0 0 0 0 19 6 0 33 70 0 0 143 7:45 AM 5 0 13 0 0 0 0 0 0 13 2 0 58 80 0 0 171 8:00 AM 9 0 17 0 0 0 0 0 0 20 0 0 53 98 0 0 197 8:15 AM 13 0 15 0 0 0 0 0 0 17 3 0 32 116 0 0 196 8:30 AM 4 0 11 0 0 0 0 0 0 18 1 0 42 107 0 0 183 8:45 AM 4 0 16 0 0 0 0 0 0 22 4 0 44 106 0 0 196 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES: 50 0 99 1 3 0 1 0 0 129 20 0 323 696 1 0 1323 APPROACH Ios: 33.33% 0.00% 66.00% 0.67% 75.00% 0.00% 25.00% 0.00% 0.00% 86.58% 13.42% 0.00% 31.67% 68.24% 0.10% 0.00% PEAK HR: 08:00 AM-09:00 AM TOTAL PEAK NR VOL: 30 0 59 0 0 0 0 0 0 77 8 0 171 427 0 0 772 PEAK HR FACTOR: 0.577 0.000 0.868 0.000 0.000 0.000 0.000 0.000 0.000 0.875 0.500 0.000 0.807 0.920 0.000 0.000 0.980 0.795 0.817 0.990 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 2 0 1 0 0 1 0 0 0 2 0 0 1 2 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 734:00 PM 3 0 63 0 0 0 0 0 0 78 10 0 17 21 0 0 192 4:15 PM 3 0 35 0 0 0 0 0 0 56 3 0 6 23 1 0 127 4:30 PM 7 0 54 0 0 0 0 0 0 69 8 0 14 32 1 0 185 4:45 PM 5 1 38 0 0 0 1 0 0 62 7 0 8 46 0 0 168 5:00 PM 11 0 83 0 0 0 0 0 0 115 9 0 12 21 1 0 252 5:15 PM 4 0 69 0 0 0 1 0 0 93 8 0 6 44 0 0 225 5:30 PM 3 0 57 0 0 0 1 0 0 89 5 0 11 25 1 0 192 5:45 PM 1 0 51 0 1 1 0 0 0 53 0 0 8 26 0 1 142 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES: 37 1 450 0 1 1 3 0 0 615 50 0 82 238 4 1 1483 APPROACH Ios: 7.58% 0.20% 92.21% 0.00% 20.00% 20.00% 60.00% 0.00% 0.00% 92.48% 7.52% 0.00% 25.23% 73.23% 1.23% 0.31% PEAK NR: 04:45 PM-05:45 PM TOTAL PEAK NR VOL: 23 1 247 0 0 0 3 0 0 359 29 0 37 136 2 0 837 PEAK HR FACTOR: 0.523 0.250 0.794 0.000 0.000 0.000 0.750 0.000 0.000 0.780 0.806 0.000 0.771 0.739 0.500 0.000 0.830 0.721 0.750 0.782 0.810 Prepared by National Data&Surveying Services Myford Rd & Michelle Dr Peak Hour Turning Movement Count ID: 19-01114-002 Myford Rd Day: Wednesday City: Tustin SOUTHBOUND Date: 05/29/2019 cn 08:00 AM-09:00 AM AM 0 0 0 0 0 AM 07:00 AM-09:00 AM o D z O -1 = NONE NOON 0 0 0 0 0 NOON NONE Y m Q � a 04:45 PM-05:45 PM PM 3 0 0 0 3 PM 04:00 PM-06:00 PM y AM NOON PM 41 ♦ 4 4 PM NOON AM 0 1 0 0 0 t 2 0 0 457 0 162 a • ' • 2 4— 136 0 427 as 0 0 0 0 0 ;77,2 gnalized 1 r 37 0 171 n v 0 0 0 0 0837 0 Iq 0 0 0 • M MNOON PM77 0 359 —10- 298 0.83 * 606 0 136 8 0 29 0 0 2 0 1 AM NOON PM In 1*1 ♦ 1+ PM NOON AM Total Vehicles (AM) PM 66 0 23 1 247 PM Total Vehicles (AM) L NOON 0 0 0 0 0 NOON -1 L J t AM 179 0 30 0 59 AM J (� L ♦ O r ♦ I I f «, rro 4% e* F Myford Rd I F Total Vehicles(NOON) Total Vehicles(NOON) I 4 Pedestrians(Crosswalks) o -1 L 41 L* L z z J L � °z ¢ ¢ °z a 9'� 2 Q7 0 J L zh r Irr �000 000� Zh ♦ e- F- NOOPM N 0 ♦ y ♦ ♦ 0 NOON F Total Vehicles (PM) AM 0 AM 0 0 AM AM Total Vehicles (PM) NOON 0 ♦ ♦ 0 NOON PM 0 y ♦ 0 PM J� + ~L �O O O O O O J��♦ ~L +♦ O ♦ I o 00 2 2 0 0 ♦ r O 9'Li a Z Q Q Z a QCD ti t r► O A 2�°� o°l- Q) h t r► National Data &Surveying Services Intersection Turning Movement Count Location:Myford Rd&Walnut Ave City:Tustin Project ID:19-01114-001 Control:Signalized Date:5292019 Total NS/EV/Streets: My(onj Rd My(onj Rd Walnut Ave Walnut Ave NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 1 1 1 0 2 1 1 0 1 2 0 0 2 2 1 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 7:00 AM 0 1 6 0 2 0 4 0 14 87 10 0 34 63 20 0 241 7:15 AM 3 0 1 0 4 1 5 0 20 76 25 1 24 95 25 0 280 7:30 AM 0 0 9 0 8 2 10 0 22 94 8 1 28 111 31 0 324 7:45 AM 5 0 5 0 6 1 8 0 23 92 12 0 40 149 48 0 389 8:00 AM 1 2 12 0 14 3 20 0 23 61 6 2 39 152 45 0 380 8:15 AM 3 0 8 0 7 1 4 0 15 85 15 2 46 165 49 0 400 8:30 AM 2 1 10 0 9 3 6 0 17 89 10 0 43 132 50 0 372 8:45 AM 2 3 7 0 8 1 4 0 13 89 9 0 44 128 36 0 344 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES: 16 7 58 0 58 12 61 0 147 673 95 6 298 995 304 0 2730 APPROACH Ios: 19.75% 8.64% 71.60% 0.00% 44.27% 9.16% 46.56% 0.00% 15.96% 73.07% 10.31% 0.65% 18.66% 62.30% 19.04% 0.00% PEAK HR: 07:45 AM-08:45 AM TOTAL PEAK HR VOL: 11 3 35 0 36 8 38 0 78 327 43 4 168 598 192 0 1541 PEAK HR FACTOR: 0.550 0.375 0.729 0.000 0.643 0.667 0.475 0.000 0.898 0.889 0.717 0.500 0.913 0.906 0.960 0.000 0.963 0.817 0.554 0.890 0.921 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 1 1 1 0 2 1 1 0 1 2 0 0 2 2 1 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 734:00 PM 25 6 79 0 33 3 33 0 10 158 6 1 12 182 33 0 581 4:15 PM 13 10 38 0 31 2 26 0 13 126 4 0 9 165 40 0 477 4:30 PM 20 12 45 0 45 1 43 0 16 143 5 1 14 185 26 0 556 4:45 PM 15 5 43 0 41 3 22 0 15 119 8 2 11 190 49 0 523 5:00 PM 20 9 78 0 77 6 29 0 16 189 0 1 15 203 46 0 689 5:15 PM 16 6 42 0 48 1 19 0 20 203 4 3 14 252 31 0 659 5:30 PM 13 5 38 0 27 1 25 0 11 174 5 1 11 217 47 0 575 5:45 PM 15 1 39 0 38 0 18 0 22 110 4 2 10 175 57 0 491 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES: 137 54 402 0 340 17 215 0 123 1222 36 11 96 1569 329 0 4551 APPROACH%'s: 23.10% 9.11% 67.79% 0.00% 59.44% 2.97% 37.59% 0.00% 8.84% 87.79% 2.59% 0.79% 4.81% 78.69% 16.50% 0.00% PEAK HR: 04:45 PM-05:45 PM TOTAL PEAK HR VOL: 64 25 201 0 193 11 95 0 62 685 17 7 51 862 173 0 2446 PEAK HR FACTOR: 0.800 0.694 0.644 0.000 0.627 0.458 0.819 0.000 0.775 0.894 0.531 0.583 0.850 0.855 0.883 0.000 0.888 0.678 0.667 0.838 0.914 Prepared by National Data&Surveying Services Myford Rd & Walnut Ave Peak Hour Turning Movement Count ID: 19-01114-001 Myford Rd Day: Wednesday City: Tustin SOUTHBOUND Date: 05/29/2019 07:45 AM-08:45 AM AM 38 8 36 0 273 AM 07:00 AM-09:00 AM o D Z O -1 = NONE NOON 0 0 0 0 0 NOON NONE Y m Q � a 04:45 PM-05:45 PM PM 95 11 193 0 260 PM 04:00 PM-06:00 PM y AM NOON PM 41 ♦ 4 4 PM NOON AM 1 1 2 0 1 t 173 0 192 651 0 1028 a • - • 2 4— 862 0 598 Q 4 0 7 0 Signalized 2 r 51 0 168 3 me S 78 0 62 1 1541 0 2446 0 Iq 0 0 0 0 y AM NOON PM 327 0 685 ♦ 2 0.96 0.89 > 1079 0 398 43 0 17 0 0 1 1 1 AM NOON PM In 1*1 ♦ 1+ PM NOON AM Total Vehicles (AM) PM 79 0 64 25 201 PM Total Vehicles (AM) L NOON 0 0 0 0 0 NOON -1 L J t AM 219 0 11 3 35 AM J (� L ♦ O r ♦ I I f «, rro 4% e* F Myford Rd I F Total Vehicles(NOON) Total Vehicles(NOON) I4 Pedestrians(Crosswalks) o L 41 L* L Z Z J L �O P`' a °z ¢ ¢ °z a 9'� 2 Q 0 J L zh r Irr �000 000� Zh t e- 7 F- NOOPM N 0 ♦ y ♦ ♦ 0 NOON F Total Vehicles (PM) AM 0 AM 0 0 AM AM Total Vehicles (PM) NOON 0 ♦ ♦ 0 NOON PM 0 y ♦ 0 PM J� + ~L �O O O O O O J��♦ ~L +♦ O ♦ I o 00 2 2 0 0 ♦ r O 9'Li a Z Q Q Z a QCD ti t r► O A 2�°� o°l- Q) h t r► National Data &Surveying Services Intersection Turning Movement Count Location:Jamboree Rd&Michelle Dr City:Tustin Project ID:19-01114-003 Control:Signalized Date:5292019 Total NS/EV/Streets: Jamboree Rd Jamboree Rd Michelle Dr Michelle Dr NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 1 4 0 0 1 4 0 0 2 1 1 0 1 1 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 7:00 AM 7 292 1 0 3 631 128 0 33 0 13 0 0 0 0 0 1108 7:15 AM 8 324 0 0 6 650 114 1 310 10 0 0 0 0 0 1144 7:30 AM 7 343 2 0 4 815 113 0 31 0 16 0 1 0 0 0 1332 7:45 AM 21 391 5 0 3 871 179 0 29 0 13 0 0 0 0 0 1512 8:00 AM 32 343 2 0 7 856 187 1 37 1 6 0 0 0 1 0 1473 8:15 AM 44 359 9 0 10 855 204 0 31 0 6 0 1 1 0 0 1520 8:30 AM 27 305 7 0 4 831 206 1 33 0 14 0 0 0 0 0 1428 8:45 AM 27 310 3 0 9 817 235 2 33 1 12 0 0 2 3 0 1454 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES: 173 2667 29 0 46 6326 1366 5 258 2 90 0 2 3 4 0 10971 APPROACH%'s: 6.03% 92.96% 1.01% 0.00% 0.59% 81.70% 17.64% 0.06% 73.71% 0.57% 25.71% 0.00% 22.22% 33.33% 44.44% 0.00% PEAK HR: 07:45 AM-08:45 AM TOTAL PEAK HR VOL: 124 1398 23 0 24 3413 776 2 130 1 39 0 1 1 1 0 5933 PEAKHRFACTOR: 0.705 0.894 0.639 0.000 0.600 0.980 0.942 0.500 0.878 0.250 0.696 0.000 0.250 0.250 0.250 0.000 0.976 0.926 0.986 0.904 0.375 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 1 4 0 0 1 4 0 0 2 1 1 0 1 1 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 734:00 PM 14 738 0 1 1 451 54 2 131 0 20 0 1 1 1 0 1415 4:15 PM 15 788 0 0 3 426 41 2 114 0 13 0 2 0 2 0 1406 4:30 PM 15 821 0 2 0 446 49 0 114 0 25 0 4 1 3 0 1480 4:45 PM 18 748 0 1 0 457 52 3 126 0 27 0 2 0 8 0 1442 5:00 PM 11 813 1 0 0 456 61 0 151 18 27 0 1 0 21 0 1560 5:15 PM 12 656 1 0 1 483 56 1 184 10 43 0 2 1 20 0 1470 5:30 PM 12 768 0 1 2 538 60 2 145 1 36 0 2 0 6 0 1573 5:45 PM 19 780 0 0 1 447 56 1 124 0 23 0 4 0 0 0 1455 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES: 116 6112 2 5 8 3704 429 11 1089 29 214 0 18 3 61 0 11801 APPROACH%'s: 1.86% 98.03% 0.03% 0.08% 0.19% 89.21% 10.33% 0.26% 81.76% 2.18% 16.07% 0.00% 21.95% 3.66% 74.39% 0.00% PEAK HR: 05:00 PM-06:00 PM TOTAL PEAK HR VOL: 54 3017 2 1 4 1924 233 4 604 29 129 0 9 1 47 0 6058 PEAKHRFACTOR: 0.711 0.928 0.500 0.250 0.500 0.894 0.955 0.500 0.821 0.403 0.750 0.000 0.563 0.250 0.560 0.000 0.963 0.932 0.899 0.804 0.620 Prepared by National Data&Surveying Services Jamboree Rd & Michelle Dr Peak Hour Turning Movement Count ID: 19-01114-003 Jamboree Rd Day: Wednesday City: Tustin SOUTHBOUND Date: 05/29/2019 cn 07:45 AM-08:45 AM AM 776 3413 24 2 1531 AM 07:00 AM-09:00 AM o D Z O -1 = NONE NOON 0 0 0 0 0 NOON NONE Y m Q � a 05:00 PM-06:00 PM PM 233 1924 4 4 3672 PM 04:00 PM-06:00 PM y AM NOON PM 41 ♦ 4 4 PM NOON AM 0 4 1 0 0 t 47 0 1 901 0 288 a • ' • 1 4— 1 0 1 as 0 0 0 0 0 Signalized 1 r 9 0 1 n Z n S v 130 0 604 2 5933 0 6058 0 0 0 0 0 M AM NOON PM 1 0 29 ♦ 1 0.98 0.96 * 35 0 48 39 0 129 1 0 1 4 0 AM NOON PM In 1*1 ♦ 1+ PM NOON AM Total Vehicles (AM) PM 2063 1 54 3017 2 PM Total Vehicles (AM) L NOON 0 0 0 0 0 NOON -1 L J t AM 3453 0 124 1398 23 AM J L 8>< r ♦ f r NORTHBOUND FJamboree Rd I F Total Vehicles(NOON) Total Vehicles(NOON) I 4 Pedestrians(Crosswalks) o -1 L 41 L* L Z Z J L � °z ¢ ¢ °z a 9'� 2 Q7 0 J L zh r Irr �000 000� Zh ♦ e- F- NOOPM N 0 ♦ y ♦ ♦ 0 NOON F Total Vehicles (PM) AM 0 AM 0 0 AM AM Total Vehicles (PM) NOON 0 ♦ ♦ 0 NOON PM 0 y ♦ 0 PM J� + ~L �O O O O O O J��♦ ~L +♦ O ♦ I o 00 2 2 0 0 ♦ r O 9'Li a Z Q Q Z a QCD ti t r► O A 2�°� o°l- Q) h t r► National Data &Surveying Services Intersection Turning Movement Count Location:Jamboree Rd(SB)&Walnut Ave City:Tustin Project ID:19-01114-005 Control:Signalized Date:5292019 Total NS/EV/Streets: Jamboree Rd(SB) Jamboree Rd(SB) Walnut Ave Walnut Ave NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0 0 0 0 2 2 1 0 0 3 1 0 2 3 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 7:00 AM 0 0 0 0 72 132 67 0 0 60 35 0 45 51 0 0 462 7:15 AM 0 0 0 0 68 155 67 0 0 48 38 0 56 78 0 0 510 7:30 AM 0 0 0 0 70 209 84 0 0 60 45 0 59 84 0 0 611 7:45 AM 0 0 0 0 75 204 111 0 0 61 41 0 85 133 0 0 710 8:00 AM 0 0 0 0 76 207 89 0 0 39 54 0 84 140 0 0 689 8:15 AM 0 0 0 0 62 210 108 0 0 47 46 0 96 157 0 0 726 8:30 AM 0 0 0 0 83 199 84 0 0 56 49 0 76 134 0 0 681 8:45 AM 0 0 0 0 64 154 69 0 0 79 34 0 100 144 0 0 644 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES: 0 0 0 0 570 1470 679 0 0 450 342 0 601 921 0 0 5033 APPROACH%'s: 20.96% 54.06% 24.97% 0.00% 0.00% 56.82% 43.18% 0.00% 39.49% 60.51% 0.00% 0.00% PEAK HR: 07:45 AM-08:45 AM TOTAL PEAK HR VOL: 0 0 0 0 296 820 392 0 0 203 190 0 341 564 0 0 2806 PEAKHRFACTOR: 0.000 0.000 0.000 0.000 0.892 0.976 0.883 0.000 0.000 0.832 0.880 0.000 0.888 0.898 0.000 0.000 0.966 0.967 0.936 0.894 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0 0 0 0 2 2 1 0 0 3 1 0 2 3 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 734:00 PM 0 0 0 0 69 101 34 0 0 154 112 0 76 179 0 0 725 4:15 PM 0 0 0 0 46 109 30 0 0 129 70 0 56 194 0 0 634 4:30 PM 0 0 0 0 56 94 32 0 0 138 92 0 62 203 0 0 677 4:45 PM 0 0 0 0 63 88 45 0 0 132 73 0 82 200 0 0 683 5:00 PM 0 0 0 0 53 75 37 0 0 204 146 0 80 225 0 0 820 5:15 PM 0 0 0 0 83 95 54 0 0 169 113 0 84 244 0 0 842 5:30 PM 0 0 0 0 67 75 46 0 0 166 81 0 84 217 0 0 736 5:45 PM 0 0 0 0 69 119 47 0 0 108 72 0 77 206 0 0 698 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES: 0 0 0 0 506 756 325 0 0 1200 759 0 601 1668 0 0 5815 APPROACH%'s: 31.88% 47.64% 20.48% 0.00% 0.00% 61.26% 38.74% 0.00% 26.49% 73.51% 0.00% 0.00% PEAK HR: 05:00 PM-06:00 PM TOTAL PEAK HR VOL: 0 0 0 0 272 364 184 0 0 647 412 0 325 892 0 0 3096 PEAKHRFACTOR: 0.000 0.000 0.000 0.000 0.819 0.765 0.852 0.000 0.000 0.793 0.705 0.000 0.967 0.914 0.000 0.000 0.919 0.872 0.756 0.928 Prepared by National Data&Surveying Services Jamboree Rd (SB) & Walnut Ave Peak Hour Turning Movement Count ID: 19-01114-005 Jamboree Rd (SB) Day: Wednesday City: Tustin SOUTHBOUND Date: 05/29/2019 07:45 AM-08:45 AM AM 392 820 296 0 0 AM 07:00 AM-09:00 AM o D Z O -1 = NONE NOON 0 0 0 0 0 NOON NONE Y m Q � a 05:00 PM-06:00 PM PM 184 364 272 0 0 PM 04:00 PM-06:00 PM y AM NOON PM 41 ♦ 4 4 PM NOON AM 1 2 2 0 0 t 0 0 0 956 0 1076 a • ' • 3 4— 892 0 564 Q 0 0 0 0 Signalized 2 r 325 0 341 3 me S 0 0 0 0 2806 0 3096 0 Iq 0 0 0 • y AM NOON PM 203 0 647 ♦ 3 0.97 0.92 > 919 0 499 190 0 412 1 0 0 0 0 AM NOON PM In 1*1 ♦ 1+ PM NOON AM Total Vehicles (AM) PM 1101 0 0 0 0 PM Total Vehicles (AM) L NOON 0 0 0 0 0 NOON -1 L J t AM 1351 0 0 0 0 AM J (� L ♦ O r ♦ I I f r NORTHBOUND FJamboree Rd (SB) I F Total Vehicles(NOON) Total Vehicles(NOON) I4 Pedestrians(Crosswalks) o L 41 L* L Z Z J L �O P`' a °z ¢ ¢ °z a 9'� 2 Q 0 J L zh r Irr �000 000� Zh t e- 7 F- NOOPM N 0 ♦ y ♦ ♦ 0 NOON F Total Vehicles (PM) AM 0 AM 0 0 AM AM Total Vehicles (PM) NOON 0 ♦ ♦ 0 NOON PM 0 y ♦ 0 PM J� + ~L �O O O O O O J��♦ ~L +♦ O ♦ I o 00 2 2 0 0 ♦ r O 9'Li a Z Q Q Z a QCD ti t r► O A 2�°� o°l- Q) h t r► National Data &Surveying Services Intersection Turning Movement Count Location:Jamboree Rd(NB)&Walnut Ave City:Tustin Project ID:19-01114-004 Control:Signalized Date:5292019 Total NS/EV/Streets: Jamboree Rd(NB) Jamboree Rd(NB) Walnut Ave Walnut Ave NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 2 1.5 0.5 0 0 0 0 0 2 3 0 0 0 3 1 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 7:00 AM 22 56 29 0 0 0 0 0 23 101 0 0 0 78 64 0 373 7:15 AM 30 83 29 0 0 0 0 0 14 109 0 0 0 96 69 0 430 7:30 AM 42 89 53 0 0 0 0 0 12 117 0 0 0 109 84 0 506 7:45 AM 52 97 51 0 0 0 0 0 15 113 0 0 0 160 76 0 564 8:00 AM 72 84 47 0 0 0 0 0 14 103 0 0 0 155 81 0 556 8:15 AM 61 97 49 0 0 0 0 0 19 91 0 0 0 189 72 0 578 8:30 AM 49 71 47 0 0 0 0 0 21 124 0 0 0 163 77 0 552 8:45 AM 52 86 54 0 0 0 0 0 13 127 0 0 0 188 53 0 573 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES: 380 663 359 0 0 0 0 0 131 885 0 0 0 1138 576 0 4132 APPROACH%'s: 27.10% 47.29% 25.61% 0.00% 12.89% 87.11% 0.00% 0.00% 0.00% 66.39% 33.61% 0.00% PEAK HR: 08:00 AM-09:00 AM TOTAL PEAK HR VOL: 234 338 197 0 0 0 0 0 67 445 0 0 0 695 283 0 2259 PEAKHRFACTOR: 0.813 0.871 0.912 0.000 0.000 0.000 0.000 0.000 0.798 0.876 0.000 0.000 0.000 0.919 0.873 0.000 0.977 0.929 0.883 0.937 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 2 1.5 0.5 0 0 0 0 0 2 3 0 0 0 3 1 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 734:00 PM 61 108 57 0 0 0 0 0 94 139 0 0 0 197 96 0 752 4:15 PM 66 153 66 0 0 0 0 0 62 111 0 0 0 169 79 0 706 4:30 PM 63 124 84 0 0 0 0 0 65 115 0 0 0 220 90 0 761 4:45 PM 62 130 106 0 0 0 0 0 61 148 0 0 0 224 89 0 820 5:00 PM 85 152 97 0 0 0 0 0 79 161 0 0 0 219 98 0 891 5:15 PM 96 161 117 0 0 0 0 0 71 187 0 0 0 223 58 0 913 5:30 PM 95 164 125 0 0 0 0 0 64 175 0 0 0 199 89 0 911 5:45 PM 106 162 111 0 0 0 0 0 40 129 0 0 0 186 72 0 806 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES: 634 1154 763 0 0 0 0 0 536 1165 0 0 0 1637 671 0 6560 APPROACH 0/6's 24.85% 45.24% 29.91% 0.00% 31.51% 68.49% 0.00% 0.00% 0.00% 70.93% 29.07% 0.00% PEAK HR: 04:45 PM-05:45 PM TOTAL PEAK HR VOL: 338 607 445 0 0 0 0 0 275 671 0 0 0 865 334 0 3535 PEAKHRFACTOR: 0.880 0.925 0.890 0.000 0.000 0.000 0.000 0.000 0.870 0.897 0.000 0.000 0.000 0.965 0.852 0.000 0.968 0.905 0.917 0.996 Prepared by National Data&Surveying Services Jamboree Rd (NB) & Walnut Ave Peak Hour Turning Movement Count ID: 19-01114-004 Jamboree Rd (NB) Day: Wednesday City: Tustin SOUTHBOUND Date: 05/29/2019 cn 08:00 AM-09:00 AM AM 0 0 0 0 688 AM 07:00 AM-09:00 AM o D Z O -1 = NONE NOON 0 0 0 0 0 NOON NONE Y m Q � a 04:45 PM-05:45 PM PM 0 0 0 0 1216 PM 04:00 PM-06:00 PM y AM NOON PM 41 ♦ 4 4 PM NOON AM 0 0 0 0 1 t 334 0 283 929 0 1203 a • ' • 34— 865 0 695 Q 0 0 0 0 Signalized O r 0 0 0 me S 67 0 275 2 2259 0 3535 0 0 0 0 0 y AM NOON PM 445 0 671 ♦ 3 0.98 0.97 1116 0 642 0 0 0 0 0 2 1.5 0.5 AM NOON PM In 1#1 ♦ 1+ PM NOON AM Total Vehicles (AM) PM 0 0 338 607 445 PM Total Vehicles (AM) L NOON 0 0 0 0 0 NOON -1 L J t AM 0 0 234 338 197 AM J (� L ♦ O r ♦ I I f «, rro 4% e* F Jamboree Rd (NB) I F Total Vehicles(NOON) Total Vehicles(NOON) I 4 Pedestrians(Crosswalks) o -1 L 41 L* L Z Z J L � °z ¢ ¢ °z a 9'� 2 Q7 0 J L zh r Irr �000 000� Zh ♦ e- F- NOOPM N 0 ♦ y ♦ ♦ 0 NOON F Total Vehicles (PM) AM 0 AM 0 0 AM AM Total Vehicles (PM) NOON 0 ♦ ♦ 0 NOON PM 0 y ♦ 0 PM J� + ~L �O O O O O O J��♦ ~L +♦ O ♦ I o 00 2 2 0 0 ♦ r O 9'Li a Z Q Q Z a QCD ti t r► O A 2�°� o°l- Q) h t r► National Data &Surveying Services Intersection Turning Movement Count Location:I-5 SB Ramps&Jamboree Rd City:Tustin Project ID:19-01171-103 Control:Signalized Date:8272019 Total NS/EW Streets: I-5 SB Ramps I-5 SB Ramps Jamboree Rd Jamboree Rd NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0 0 0 0 1.5 0 1.5 0 0 4 1 0 0 4 1 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 7:00 AM 0 0 0 0 142 0 190 0 0 241 68 0 0 540 155 0 1336 7:15 AM 0 0 0 0 145 0 159 0 0 312 92 0 0 705 202 0 1615 7:30 AM 0 0 0 0 133 0 167 0 0 285 93 0 0 750 248 0 1676 7:45 AM 0 0 0 0 108 0 180 0 0 291 80 0 0 870 218 0 1747 8:00 AM 0 0 0 0 118 0 201 0 0 307 109 0 0 828 171 0 1734 8:15 AM 0 0 0 0 96 0 195 0 0 296 66 0 0 822 160 0 1635 8:30 AM 0 0 0 0 122 0 216 0 0 234 100 0 0 814 210 0 1696 8:45 AM 0 0 0 0 117 0 216 0 0 266 105 0 0 768 176 0 1648 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES: 0 0 0 0 981 0 1524 0 0 2232 713 0 0 6097 1540 0 13087 APPROACH%'s: 39.16% 0.00% 60.84% 0.00% 0.00% 75.79% 24.21% 0.00% 0.00% 79.84% 20.16% 0.00% PEAK HR: 07:45 AM-08:45 AM TOTAL PEAK HR VOL: 0 0 0 0 444 0 792 0 0 1128 355 0 0 3334 759 0 6812 PEAKHRFACTOR: 0.000 0.000 0.000 0.000 0.910 0.000 0.917 0.000 0.000 0.919 0.814 0.000 0.000 0.958 0.870 0.000 0.975 0.914 0.891 0.990 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 0 0 0 0 1.5 0 1.5 0 0 4 1 0 0 4 1 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 734:00 PM 0 0 0 0 137 0 150 0 0 597 277 0 0 396 102 0 1659 4:15 PM 0 0 0 0 137 0 163 0 0 635 341 0 0 391 136 0 1803 4:30 PM 0 0 0 0 128 0 142 0 0 667 300 0 0 393 125 0 1755 4:45 PM 0 0 0 0 164 0 148 0 0 606 321 0 0 407 114 0 1760 5:00 PM 0 0 0 0 100 0 120 0 0 630 362 0 0 435 133 0 1780 5:15 PM 0 0 0 0 158 0 172 0 0 607 325 0 0 441 133 0 1836 5:30 PM 0 0 0 0 131 0 120 0 0 627 310 0 0 449 129 0 1766 5:45 PM 0 0 0 0 142 0 156 0 0 619 295 0 0 423 87 0 1722 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES: 0 0 0 0 1097 0 1171 0 0 4988 2531 0 0 3335 959 0 14081 APPROACH%'s: 48.37% 0.00% 51.63% 0.00% 0.00% 66.34% 33.66% 0.00% 0.00% 77.67% 22.33% 0.00% PEAK HR: 04:45 PM-05:45 PM TOTAL PEAK HR VOL: 0 0 0 0 553 0 560 0 0 2470 1318 0 0 1732 509 0 7142 PEAKHRFACTOR: 0.000 0.000 0.000 0.000 0.843 0.000 0.814 0.000 0.000 0.980 0.910 0.000 0.000 0.964 0.957 0.000 0.972 0.843 0.955 0.969 Prepared by National Data&Surveying Services I-5 SB Ramps & Jamboree Rd Peak Hour Turning Movement Count ID: 19-01171-103 1-5 SB Ramps Day: Tuesday City: Tustin SOUTHBOUND Date: 08/27/2019 07:45 AM-08:45 AM AM 792 0 444 0 759 AM 07:00 AM-09:00 AM o D Z O -1 = NONE NOON 0 0 0 0 0 NOON NONE Y m Q � a 04:45 PM-05:45 PM PM 560 0 553 0 509 PM 04:00 PM-06:00 PM y AM NOON PM 41 ♦ 4 4 PM NOON AM 1.5 0 1.5 0 1 t 509 0 759 4126 0 2292 • ' • 4 4— 1732 0 3334 C— A) • 0 0 0 0 Signalized 0 r 0 0 0 a i go O 0 0 0 0 6812 0 7142 0 0 0 0 • M AM NOON PM X 1128 0 2470 4 0.97 0.97 3023 0 1572 355 0 1318 1 0 0 0 0 AM NOON PM In 1*1 ♦ 1+ PM NOON AM Total Vehicles (AM) PM 1318 0 0 0 0 PM Total Vehicles (AM) L NOON 0 0 0 0 0 NOON -1 L J t AM 355 0 0 0 0 AM J (� L ♦ O r ♦ I I f «, rro 4% te* F 1-5 SB Ramps I F Total Vehicles(NOON) Total Vehicles(NOON) I 4 Pedestrians(Crosswalks) o -1 L 41 L* L Z Z J L � °z ¢ ¢ °z a 9'� 2 Q7 0 J L zh r Irr �000 000� Zh ♦ e- F- NOOPM N 0 ♦ y ♦ ♦ 0 NOON F Total Vehicles (PM) AM 0 AM 0 0 AM AM Total Vehicles (PM) NOON 0 ♦ ♦ 0 NOON PM 0 y ♦ 0 PM J� + ~L �O O O O O O J��♦ ~L +♦ O ♦ I o 00 2 2 0 0 ♦ r O 9'Li a Z Q Q Z a QCD ti t r► O A 2�°� o°l- Q) h t r► National Data &Surveying Services Intersection Turning Movement Count Location:I-5 NB Ramps&Jamboree Rd City:Tustin Project ID:19-01171-003 Control:Signalized Date:8272019 Total NS/EW Streets: I-5 NB Ramps I-5 NB Ramps Jamboree Rd Jamboree Rd NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 1.5 0 1.5 0 0 0 0 0 0 4 1 0 0 4 1 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 7:00 AM 218 0 104 0 0 0 0 0 0 254 119 0 0 490 150 0 1335 7:15 AM 223 0 91 0 0 0 0 0 0 341 122 0 0 661 177 0 1615 7:30 AM 246 0 96 0 0 0 0 0 0 271 139 0 0 766 179 0 1697 7:45 AM 274 0 106 0 0 0 0 0 0 287 1210 0 800 175 0 1763 8:00 AM 309 0 96 0 0 0 0 0 0 285 131 0 0 700 163 0 1684 8:15 AM 283 0 91 0 0 0 0 0 0 269 104 0 0 685 135 0 1567 8:30 AM 273 0 109 0 0 0 0 0 0 267 106 0 0 766 129 0 1650 8:45 AM 232 0 100 0 0 0 0 0 0 285 102 0 0 725 132 0 1576 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES: 2058 0 793 0 0 0 0 0 0 2259 944 0 0 5593 1240 0 12887 APPROACH Ws: 72.19% 0.00% 27.81% 0.00% 0.00% 70.53% 29.47% 0.00% 0.00% 81.85% 18.15% 0.00% PEAK HR-. 07:15 AM-08:15 AM TOTAL PEAK HR VOL: 1052 0 389 0 0 0 0 0 0 1184 513 0 0 2927 694 0 6759 PEAKHRFACTOR: 0.851 0.000 0.917 0.000 0.000 0.000 0.000 0.000 0.000 0.868 0.923 0.000 0.000 0.915 0.969 0.000 0.958 0.890 0.916 0.928 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 1.5 0 1.5 0 0 0 0 0 0 4 1 0 0 4 1 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 734:00 PM 108 0 239 0 0 0 0 0 0 601 131 0 0 378 107 0 1564 4:15 PM 127 0 234 0 0 0 0 0 0 658 97 0 0 411 96 0 1623 4:30 PM 114 0 261 0 0 0 0 0 0 695 117 0 0 397 96 0 1680 4:45 PM 143 0 266 0 0 0 0 0 0 664 86 0 0 394 95 0 1648 5:00 PM 134 0 275 0 0 0 0 0 0 651 113 0 0 416 91 0 1680 5:15 PM 161 0 295 0 0 0 0 0 0 639 99 0 0 432 84 0 1710 5:30 PM 146 0 275 0 0 0 0 0 0 707 68 0 0 418 68 0 1682 5:45 PM 154 0 255 0 0 0 0 0 0 669 73 0 0 368 63 0 1582 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES: 1087 0 2100 0 0 0 0 0 0 5284 784 0 0 3214 700 0 13169 APPROACH 0/6's 34.11% 000% 65.89% 0.00% 0.00% 87.08% 12.92% 0.00% 0.00% 82.12% 17.88% 0.00% PEAK HR: 04:45 PM-05:45 PM TOTAL PEAK HR VOL: 584 0 1111 0 0 0 0 0 0 2661 366 0 0 1660 338 0 6720 PEAK HR FACTOR: 0.907 0.000 0.942 0.000 0.000 0.000 0.000 0.000 0.000 0.941 0.810 0.000 0.000 0.961 0.889 0.000 0.982 0.929 0.976 0.968 Prepared by National Data&Surveying Services I-5 NB Ramps & Jamboree Rd Peak Hour Turning Movement Count ID: 19-01171-003 1-5 NB Ramps Day: Tuesday City: Tustin SOUTHBOUND Date: 08/27/2019 cn 07:15 AM-08:15 AM AM 0 0 0 0 694 AM 07:00 AM-09:00 AM o D Z O -1 = NONE NOON 0 0 0 0 0 NOON NONE Y m Q � a 04:45 PM-05:45 PM PM 0 0 0 0 338 PM 04:00 PM-06:00 PM y AM NOON PM 41 ♦ 4 4 PM NOON AM 0 0 0 0 1 t 338 0 694 3979 0 2244 • ' • 4 4— 1660 0 2927 C— A)A) • 0 0 0 0 Signalized 0 r 0 0 0 a i go O 0 0 0 0 6759 0 6720 0 0 0 0 • M AM NOON PM X 1184 0 2661 4 0.96 0.98 * 3772 0 1573 513 0 366 1 0 1.5 0 1.5 AM NOON PM In 1*1 ♦ 1+ PM NOON AM Total Vehicles (AM) PM 366 0 584 0 1111 PM Total Vehicles (AM) L NOON 0 0 0 0 0 NOON -1 L J t AM 513 0 1052 0 389 AM J (� L ♦ O r ♦ I I f «, rro 4% e* F 1-5 NB Ramps I F Total Vehicles(NOON) Total Vehicles(NOON) I 4 Pedestrians(Crosswalks) o -1 L 41 L* L Z Z J L � °z ¢ ¢ °z a 9'� 2 Q7 0 J L zh r Irr �000 000� Zh ♦ e- F- NOOPM N 0 ♦ y ♦ ♦ 0 NOON F Total Vehicles (PM) AM 0 AM 0 0 AM AM Total Vehicles (PM) NOON 0 ♦ ♦ 0 NOON PM 0 y ♦ 0 PM J� + ~L �O O O O O O J��♦ ~L +♦ O ♦ I o 00 2 2 0 0 ♦ r O 9'Li a Z Q Q Z a QCD ti t r► O A 2�°� o°l- Q) h t r► National Data &Surveying Services Intersection Turning Movement Count Location:Walnut Ave&Tustin Ranch Rd City:Tustin Project ID:19-01171-001 Control:Signalized Date:8272019 Total NS/EV/Streets: Walnut Ave Walnut Ave Tustin Ranch Rd Tustin Ranch Rd NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 2 2 1 0 2 2 0 0 2 3 1 0 2 3 1 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 7:00 AM 14 26 41 0 78 87 55 0 19 91 39 0 151 239 35 0 875 7:15 AM 16 30 35 0 133 123 46 0 8 93 27 0 116 266 40 0 933 7:30 AM 3152 15 0 125 122 94 0 17 94 43 0 133 383 63 0 1172 7:45 AM 31 33 36 0 115 133 100 0 15 125 72 0 103 383 93 0 1239 8:00 AM 35 40 35 0 71 110 67 0 15 99 56 0 117 392 44 0 1081 8:15 AM 47 53 47 0 58 97 68 0 15 78 43 0 130 447 43 1 1127 8:30 AM 24 41 34 0 57 115 59 0 15 83 42 0 131 437 43 0 1081 8:45 AM 30 62 42 0 58 120 59 0 17 85 51 0 152 345 24 0 1045 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES: 228 337 285 0 695 907 548 0 121 748 373 0 1033 2892 385 1 8553 APPROACH%'s: 26.82% 39.65% 33.53% 0.00% 32.33% 42.19% 25.49% 0.00% 9.74% 60.23% 30.03% 0.00% 23.96% 67.08% 8.93% 0.02% PEAK HR: 07:30 AM-08:30 AM TOTAL PEAK HR VOL: 144 178 133 0 369 462 329 0 62 396 214 0 483 1605 243 1 4619 PEAKHRFACTOR: 0.766 0.890 0.707 0.000 0.738 0.868 0.823 0.000 0.912 0.792 0.743 0.000 0.908 0.898 0.653 0.250 0.932 0.774 0.833 0.792 0.939 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 2 2 1 0 2 2 0 0 2 3 1 0 2 3 1 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 734:00 PM 33 234 203 0 33 51 27 0 70 326 42 0 47 138 78 0 1282 4:15 PM 37 154 128 0 45 45 28 0 107 381 46 2 63 159 98 1 1294 4:30 PM 31 185 178 0 48 59 26 1 79 429 41 1 49 147 88 2 1364 4:45 PM 27 192 144 0 46 56 26 0 86 442 28 0 46 150 90 0 1333 5:00 PM 42 204 174 1 50 55 35 0 105 439 44 1 61 157 111 0 1479 5:15 PM 44 224 169 0 47 69 34 0 104 424 41 2 51 143 101 1 1454 5:30 PM 37 222 166 0 39 48 35 0 104 448 44 1 60 151 113 0 1468 5:45 PM 32 214 129 0 52 59 41 0 92 397 59 0 68 149 95 0 1387 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES: 283 1629 1291 1 360 442 252 1 747 3286 345 7 445 1194 774 4 11061 APPROACH%'s: 8.83% 50.84% 40.29% 0.03% 34.12% 41.90% 23.89% 0.09% 17.04% 74.94% 7.87% 0.16% 18.41% 49.40% 32.02% 0.17% PEAK HR: 05:00 PM-06:00 PM TOTAL PEAK HR VOL: 155 864 638 1 188 231 145 0 405 1708 188 4 240 600 420 1 5788 PEAKHRFACTOR: 0.881 0.964 0.917 0.250 0.904 0.837 0.884 0.000 0.964 0.953 0.797 0.500 0.882 0.955 0.929 0.250 0.978 0.949 0.928 0.965 0.958 National Data &Surveying Services Intersection Turning Movement Count Location:Walnut Ave&Franklin Ave City:Tustin Project ID:19-01171-002 Control:Signalized Date:8272019 Total NS/EV/Streets: Walnut Ave Walnut Ave Franklin Ave Franklin Ave NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 1 2 0 0 1 2 0 0 1 2 0 0 1 2 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 7:00 AM 4 47 11 0 76 128 62 2 8 1 5 0 5 3 29 0 381 7:15 AM 4 52 13 1 59 145 40 2 15 0 2 0 5 5 17 0 360 7:30 AM 8 70 16 0 71 189 46 1 11 2 1 0 4 1 13 0 433 7:45 AM 10 73 17 0 64 155 63 0 10 1 3 0 5 3 17 0 421 8:00 AM 8 91 22 2 74 148 49 0 15 0 2 0 5 2 6 0 424 8:15 AM 6 97 18 0 86 124 56 2 17 3 2 0 7 0 27 0 445 8:30 AM 10 75 28 0 74 140 62 0 12 3 2 0 4 1 12 0 423 8:45 AM 9 86 31 0 79 164 56 3 19 2 5 0 4 3 27 0 488 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES: 59 591 156 3 583 1193 434 10 107 12 22 0 39 18 148 0 3375 APPROACH%'s: 7.29% 73.05% 19.28% 0.37% 26.26% 53.74% 19.55% 0.45% 75.89% 8.51% 15.60% 0.00% 19.02% 8.78% 72.20% 0.00% PEAK HR: 08:00 AM-09:00 AM TOTAL PEAK HR VOL: 33 349 99 2 313 576 223 5 63 8 11 0 20 6 72 0 1780 PEAK HR FACTOR: 0.825 0.899 0.798 0.250 0.910 0.878 0.899 0.417 0.829 0.667 0.550 0.000 0.714 0.500 0.667 0.000 0.912 0.958 0.925 0.788 0.721 NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND 1 2 0 0 1 2 0 0 1 2 0 0 1 2 0 0 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL 4:00 PM 8 238 19 1 28 73 22 1 100 19 18 0 24 3 103 0 657 4:15 PM 4 175 11 1 19 117 20 5 55 6 12 0 19 2 73 0 519 4:30 PM 3 271 11 1 24 95 22 5 86 4 20 0 18 3 77 0 690 4:45 PM 6 190 3 0 19 100 11 2 54 4 5 0 22 2 77 0 495 5:00 PM 1 222 7 6 18 127 23 2 78 3 10 0 23 2 129 0 651 5:15 PM 2 277 12 2 15 124 20 1 50 2 6 0 17 0 86 0 614 5:30 PM 3 259 6 7 34 108 16 1 64 2 7 0 27 4 91 0 629 5:45 PM 4 260 6 2 18 140 15 0 33 3 4 0 12 1 59 0 557 NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL TOTAL VOLUMES: 31 1892 75 20 175 884 149 17 520 43 82 0 162 17 695 0 4762 APPROACH%'s: 1.54% 93.76% 3.72% 0.99% 14.29% 72.16% 12.16% 1.39% 80.62% 6.67% 12.71% 0.00% 18.54% 1.95% 79.52% 0.00% PEAK HR: 05:00 PM-06:00 PM TOTAL PEAK HR VOL: 10 1018 31 17 85 499 74 4 225 10 27 0 79 7 365 0 2451 PEAKHRFACTOR: 0.625 0.919 0.646 0.607 0.625 0.891 0.804 0.500 0.721 0.833 0.675 0.000 0.731 0.438 0.707 0.000 0.941 0.918 0.957 0.720 0.732 Prepared by National Data&Surveying Services Walnut Ave & Franklin Ave Peak Hour Turning Movement Count ID: 19-01171-002 Walnut Ave Day: Tuesday City: Tustin SOUTHBOUND Date: 08/27/2019 cn 08:00 AM-09:00 AM AM 223 576 313 5 489 AM 07:00 AM-09:00 AM o D z O -1 = NONE NOON 0 0 0 0 0 NOON NONE Y m Q � a 05:00 PM-06:00 PM PM 74 499 85 4 1612 PM 04:00 PM-06:00 PM y AM NOON PM 41 ♦ 4 4 PM NOON AM 0 2 1 0 0 t 365 0 72 262 0 91 i' - • 24— 7 0 6 -n Q A) 0 0 0 0 Signalized 1 r 79 0 20 63 0 225 1 1780 0 2451 0 0 0 0 0 L AM NOON PM G LL 8 0 10 ♦ 2 0.91 0.94 M 126 0 420 11 0 27 0 0 1 2 0 AM NOON PM In 1*1 ♦ & PM NOON AM Total Vehicles (AM) PM 622 17 10 1018 31 PM Total Vehicles (AM) L NOON 0 0 0 0 0 NOON -1 L J t AM 609 2 33 349 99 AM J (� L ♦ O r ♦ I I f «, rro 4% e* F Walnut Ave I F Total Vehicles(NOON) Total Vehicles(NOON) I4 Pedestrians(Crosswalks) o L 41 L* L z z J L �O P`' a °z ¢ ¢ °z a 9'� 2 Q 0 J L zh r Irr �000 000� Zh t e- 7 F- NOOPM N 0 ♦ y ♦ ♦ 0 NOON F Total Vehicles (PM) AM 0 AM 0 0 AM AM Total Vehicles (PM) NOON 0 ♦ ♦ 0 NOON PM 0 y ♦ 0 PM J� + ~L �O O O O O O J��♦ ~L +♦ O ♦ I o 00 2 2 0 0 ♦ r O 9'Li a Z Q Q Z a QCD ti t r► O A 2�°� o°l- Q) h t r► Prepared by National Data&Surveying Services VOLUME Myford Rd Bet.Walnut Ave& Michelle Dr Day:Wednesday City: Irvine Date: 5/29/2019 Project#:CA19_1115_003 N13 SB EB w I Total DAILY TOTALS 1,997 1531 • t 1 3,528 TOTALAM Period N13 SB EB WB • 00:00 0 1 1 12:00 38 35 73 00:15 0 0 0 12:15 24 21 45 00:30 0 0 0 12:30 41 18 59 00:45 0 0 1 0 1 12:45 33 136 42 116 75 252 01:00 2 3 5 13:00 38 30 68 01:15 4 13 17 13:15 48 25 73 01:30 0 0 0 13:30 62 34 96 01:45 1 7 0 16 1 23 13:45 41 189 24 113 65 302 02:00 0 0 0 14:00 31 29 60 02:15 0 0 0 14:15 24 22 46 02:30 0 0 0 14:30 24 19 43 02:45 0 2 2 2 2 14:45 26 105 14 84 40 189 03:00 0 0 0 15:00 36 33 69 03:15 0 0 0 15:15 30 32 62 03:30 1 2 3 15:30 25 14 39 03:45 1 0 1 0 2 0 3 15:45 35 126 24 103 59 229 04:00 1 2 3 16:00 46 54 100 04:15 1 6 7 16:15 38 18 56 04:30 2 7 9 16:30 49 25 74 04:45 4 8 25 40 29 48 16:45 44 177 22 119 66 296 05:00 5 12 17 17:00 81 34 115 05:15 18 7 25 17:15 62 22 84 05:30 6 16 22 17:30 60 22 82 05:45 1 4 33 27 62 31 95 17:45 46 249 11 89 57 338 06:00 8 15 23 18:00 50 15 65 06:15 16 16 32 18:15 35 20 55 06:30 8 18 26 18:30 35 15 50 06:45 10 42 24 73 34 115 18:45 26 146 17 67 43 213 07:00 19 24 43 19:00 39 21 60 07:15 19 20 39 19:15 35 7 42 07:30 24 40 64 19:30 28 9 37 07:45 1 22 84 42 126 64 210 19:45 27 129 8 45 35 174 08:00 32 43 75 20:00 21 16 37 08:15 40 26 66 20:15 29 9 38 08:30 29 28 57 20:30 17 5 22 08:45 22 123 35 132 57 255 20:45 14 81 6 36 20 117 09:00 16 38 54 21:00 18 2 20 09:15 22 25 47 21:15 11 3 14 09:30 25 27 52 21:30 4 0 4 09:45 1 18 81 11 101 29 182 21:45 8 41 7 12 15 53 10:00 21 21 42 22:00 11 0 11 10:15 24 23 47 22:15 13 0 13 10:30 11 18 29 22:30 4 0 4 10:45 22 78 27 89 49 167 22:45 3 31 3 3 6 34 11:00 30 23 53 23:00 0 2 2 11:15 27 32 59 23:15 1 2 3 11:30 33 17 50 23:30 2 0 2 11:45 1 35 125 24 96 59 221 23:45 2 5 0 4 2 9 TOTALS 1 582 740 1322 TOTALS 1415 791 2206 SPLIT% 1 44.0% 56.0% 37.5% SPLIT% 1 64.1% 35.9% 62.5% DAILY TOTALS t3,528 AM Peak Hour 11:45 07:30 07:30 PM Peak Hour 17:00 12:45 16:45 AM Pk Volume 138 151 269 PM Pk Volume 249 131 347 Pk Hr Factor 0.841 0.878 0.897 Pk Hr Factor 0.769 0.780 0.754 7-9 Volume 207 258 465 4-6 Volume 426 208 634 7-9 Peak Hour 07:45 07:30 07:30 4-6 Peak Hour 17:00 16:00 16:45 7-9 Pk Volume 123 151 269 4-6 Pk Volume 249 119 347 Pk Hr Factor 0.769 0.878 0.897 1 Pk Hr Factor 0.769 0.551 0.754 Prepared by National Data&Surveying Services VOLUME Walnut Ave Bet. Myford Rd&Jamboree Rd Day:Wednesday City: Irvine Date: 5/29/2019 Project#:CA19_1115_001 DAILY TOTALS • • 8,837 10,625 TOTALAM Period NB SB EB WB • 00:00 7 8 15 12:00 210 130 340 00:15 12 10 22 12:15 128 142 270 00:30 6 5 11 12:30 149 159 308 00:45 6 31 7 30 13 61 12:45 167 654 173 604 340 1258 01:00 6 5 11 13:00 160 153 313 01:15 10 7 17 13:15 146 172 318 01:30 3 3 6 13:30 136 176 312 01:45 6 25 3 18 9 43 13:45 113 555 209 710 322 1265 02:00 1 5 6 14:00 153 186 339 02:15 1 1 2 14:15 102 169 271 02:30 0 5 5 14:30 134 150 284 02:45 2 4 3 14 5 18 14:45 118 507 155 660 273 1167 03:00 1 1 2 15:00 171 155 326 03:15 0 3 3 15:15 155 229 384 03:30 4 5 9 15:30 156 204 360 03:45 0 5 5 14 5 19 15:45 140 622 253 841 393 1463 04:00 4 9 13 16:00 275 231 506 04:15 7 6 13 16:15 193 214 407 04:30 8 27 35 16:30 233 226 459 04:45 13 32 26 68 39 100 16:45 205 906 250 921 455 1827 05:00 10 26 36 17:00 345 269 614 05:15 23 40 63 17:15 283 281 564 05:30 11 27 38 17:30 232 280 512 05:45 36 80 57 150 93 230 17:45 181 1041 243 1073 424 2114 06:00 46 66 112 18:00 232 252 484 06:15 31 97 128 18:15 170 236 406 06:30 61 84 145 18:30 204 154 358 06:45 59 197 126 373 185 570 18:45 148 754 189 831 337 1585 07:00 88 124 212 19:00 169 146 315 07:15 86 147 233 19:15 114 113 227 07:30 118 174 292 19:30 122 106 228 07:45 103 395 233 678 336 1073 19:45 97 502 104 469 201 971 08:00 99 241 340 20:00 118 72 190 08:15 95 268 363 20:15 112 83 195 08:30 106 223 329 20:30 60 56 116 08:45 103 403 209 941 312 1344 20:45 71 361 55 266 126 627 09:00 113 197 310 21:00 86 60 146 09:15 81 172 253 21:15 56 54 110 09:30 108 154 262 21:30 44 74 118 09:45 89 391 172 695 261 1086 21:45 48 234 55 243 103 477 10:00 86 123 209 22:00 63 31 94 10:15 101 101 202 22:15 35 33 68 10:30 101 95 196 22:30 25 24 49 10:45 95 383 97 416 192 799 22:45 13 136 19 107 32 243 11:00 120 95 215 23:00 25 17 42 11:15 117 111 228 23:15 13 18 31 11:30 172 110 282 23:30 11 12 23 11:45 139 548 133 449 272 997 23:45 22 71 7 54 29 125 TOTALS 2494 3846 6340 TOTALS 6343 6779 13122 SPLIT% 39.3% 60.7%1 32.6%1 SPLIT% 48.3% 51.7% 67.4% DAILY TOTALS • • r ,625 19,462 AM Peak Hour 11:30 07:45 07:45 PM Peak Hour 16:30 16:45 16:45 AM Pk Volume 649 965 1368 PM Pk Volume 1066 1080 2145 Pk Hr Factor 0.773 0.900 0.942 Pk Hr Factor 0.772 0.961 0.873 7-9 Volume 798 1619 2417 4-6 Volume 1947 1994 3941 7-9 Peak Hour 07:30 07:45 07:45 4-6 Peak Hour 16:30 16:45 16:45 7-9 Pk Volume 415 965 1368 4-6 Pk Volume 1066 1080 2145 Pk Hr Factor 0.879 0.900 0.942 1 Pk Hr Factor 0.772 0.961 0.873 Prepared by National Data&Surveying Services VOLUME Michelle Dr Bet. Myford Rd&Jamboree Rd Day:Wednesday City: Irvine Date: 5/29/2019 Project#:CA19_1115_002 DAILY TOTALS TOTAL0 0 6,554 6,551 13,105 AM Period NB SB EB WB • 00:00 23 2 25 12:00 200 82 282 00:15 3 1 4 12:15 136 113 249 00:30 5 0 5 12:30 151 112 263 00:45 1 32 1 4 2 36 12:45 133 620 144 451 277 1071 01:00 1 10 11 13:00 145 129 274 01:15 5 1 6 13:15 101 105 206 01:30 3 1 4 13:30 129 137 266 01:45 0 9 1 13 1 22 13:45 88 463 129 500 217 963 02:00 3 3 6 14:00 104 98 202 02:15 3 2 5 14:15 89 89 178 02:30 2 0 2 14:30 90 67 157 02:45 1 9 5 10 6 19 14:45 88 371 122 376 210 747 03:00 1 1 2 15:00 119 83 202 03:15 5 5 10 15:15 84 88 172 03:30 3 6 9 15:30 93 50 143 03:45 0 9 5 17 5 26 15:45 97 393 61 282 158 675 04:00 3 8 11 16:00 150 74 224 04:15 6 27 33 16:15 126 55 181 04:30 2 47 49 16:30 147 64 211 04:45 1 12 56 138 57 150 16:45 154 577 68 261 222 838 05:00 12 42 54 17:00 203 70 273 05:15 8 53 61 17:15 230 68 298 05:30 22 68 90 17:30 186 81 267 05:45 19 61 78 241 97 302 17:45 149 768 72 291 221 1059 06:00 29 83 112 18:00 151 70 221 06:15 26 74 100 18:15 115 64 179 06:30 33 88 121 18:30 107 60 167 06:45 35 123 102 347 137 470 18:45 146 519 68 262 214 781 07:00 42 137 179 19:00 139 50 189 07:15 42 126 168 19:15 82 32 114 07:30 50 124 174 19:30 76 36 112 07:45 48 182 200 587 248 769 19:45 53 350 49 167 102 517 08:00 43 214 257 20:00 97 44 141 08:15 36 242 278 20:15 74 50 124 08:30 51 225 276 20:30 45 32 77 08:45 49 179 264 945 313 1124 20:45 53 269 35 161 88 430 09:00 50 195 245 21:00 55 23 78 09:15 58 146 204 21:15 43 34 77 09:30 77 135 212 21:30 32 19 51 09:45 95 280 118 594 213 874 21:45 34 164 27 103 61 267 10:00 84 99 183 22:00 45 10 55 10:15 89 112 201 22:15 35 13 48 10:30 87 93 180 22:30 23 10 33 10:45 97 357 92 396 189 753 22:45 31 134 12 45 43 179 11:00 132 70 202 23:00 20 14 34 11:15 131 88 219 23:15 16 4 20 11:30 158 99 257 23:30 23 2 25 11:45 174 595 78 335 1 252 930 23:45 19 78 5 25 24 103 TOTALS 1848 3627 1 5475 TOTALS 4706 2924 7630 SPLIT% 33.8% 66.2% 41.8%1 SPLIT% 61.7% 38.3% 58.2% DAILY TOTALS • • 13,105 AM Peak Hour 11:30 08:00 08:00 PM Peak Hour 16:45 12:45 12:00 AM Pk Volume 668 945 1124 PM Pk Volume 773 515 1071 Pk Hr Factor 0.835 0.895 0.898 Pk Hr Factor 0.840 0.894 0.949 7-9 Volume 361 1532 1893 4-6 Volume 1345 552 1897 7-9 Peak Hour 07:15 08:00 08:00 4-6 Peak Hour 16:45 17:00 16:45 7-9 Pk Volume 183 945 1124 4-6 Pk Volume 773 291 1060 Pk Hr Factor 0.915 0.895 0.898 1 Pk Hr Factor 0.840 0.898 0.889 Prepared by National Data&Surveying Services VOLUME Jamboree Rd Bet.Walnut Ave& Michelle Dr Day:Wednesday City: Irvine Date: 5/29/2019 Project#:CA19_1115_004 DAILY TOTALS TOTAL31,855 31,782 0 Is 0 63,637 AM Period N13 SB EB WB • 00:00 47 55 102 12:00 480 426 906 00:15 32 51 83 12:15 479 475 954 00:30 52 38 90 12:30 494 433 927 00:45 36 167 20 164 56 331 12:45 462 1915 506 1840 968 3755 01:00 26 31 57 13:00 516 414 930 01:15 30 27 57 13:15 553 466 1019 01:30 30 26 56 13:30 514 470 984 01:45 17 103 23 107 40 210 13:45 490 2073 503 1853 993 3926 02:00 19 25 44 14:00 483 452 935 02:15 26 23 49 14:15 499 446 945 02:30 25 11 36 14:30 569 399 968 02:45 25 95 28 87 53 182 14:45 515 2066 438 1735 953 3801 03:00 18 34 52 15:00 587 398 985 03:15 17 29 46 15:15 617 425 1042 03:30 17 30 47 15:30 622 426 1048 03:45 1 26 78 61 154 87 232 15:45 669 2495 438 1687 1107 4182 04:00 23 49 72 16:00 700 434 1134 04:15 25 50 75 16:15 808 452 1260 04:30 52 83 135 16:30 736 430 1166 04:45 77 177 136 318 213 495 16:45 780 3024 504 1820 1284 4844 05:00 63 115 178 17:00 805 441 1246 05:15 74 194 268 17:15 671 584 1255 05:30 81 217 298 17:30 750 516 1266 05:45 1 124 342 304 830 428 1172 17:45 719 2945 515 2056 1234 5001 06:00 162 265 427 18:00 704 462 1166 06:15 168 351 519 18:15 771 494 1265 06:30 249 387 636 18:30 663 383 1046 06:45 236 815 474 1477 710 2292 18:45 620 2758 463 1802 1083 4560 07:00 319 602 921 19:00 571 357 928 07:15 327 620 947 19:15 510 394 904 07:30 360 746 1106 19:30 494 379 873 07:45 1 418 1424 813 2781 1231 4205 19:45 387 1962 302 1432 689 3394 08:00 373 773 1146 20:00 384 289 673 08:15 391 792 1183 20:15 348 331 679 08:30 360 794 1154 20:30 369 248 617 08:45 328 1452 753 3112 1081 4564 20:45 349 1450 238 1106 587 2556 09:00 309 647 956 21:00 321 223 544 09:15 334 609 943 21:15 229 232 461 09:30 313 534 847 21:30 272 159 431 09:45 1 347 1303 527 2317 874 3620 21:45 243 1065 183 797 426 1862 10:00 329 443 772 22:00 230 179 409 10:15 338 431 769 22:15 219 129 348 10:30 349 420 769 22:30 178 105 283 10:45 322 1338 483 1777 805 3115 22:45 123 750 95 508 218 1258 11:00 376 411 787 23:00 103 84 187 11:15 415 460 875 23:15 94 67 161 11:30 466 419 885 23:30 82 64 146 11:45 1 446 1703 464 1754 910 3457 23:45 76 355 53 268 129 623 TOTALS 1 8997 14878 23875 TOTALS 22858 16904 39762 SPLIT% 1 37.7% 62.3% 37.5% SPLIT% 1 57.5% 42.5% 62.5% DAILY TOTALS 31,855 31,782 0 63,637 AM Peak Hour 11:45 07:45 07:45 PM Peak Hour 16:15 17:15 16:45 AM Pk Volume 1899 3172 4714 PM Pk Volume 3129 2077 5051 Pk Hr Factor 0.961 0.975 0.957 Pk Hr Factor 0.968 0.889 0.983 7-9 Volume 2876 5893 8769 4-6 Volume 5969 3876 9845 7-9 Peak Hour 07:30 07:45 07:45 4-6 Peak Hour 16:15 17:00 16:45 7-9 Pk Volume 1542 3172 4714 4-6 Pk Volume 3129 2056 5051 Pk Hr Factor 0.922 0.975 0.957 1 Pk Hr Factor 0.968 0.880 0.983 Prepared by National Data&Surveying Services VOLUME Walnut Ave Bet.Tustin Ranch Rd & Franklin Ave Day:Tuesday City:Tustin Date:8/27/2019 Project#:CA19_1170_001 DAILY TOTALS 12,070 11,120 0 10 0 23,190 TOTALAM Period N13 SB EB WB • 00:00 20 5 25 12:00 246 169 415 00:15 4 1 5 12:15 177 186 363 00:30 10 8 18 12:30 218 188 406 00:45 7 41 7 21 14 62 12:45 176 817 246 789 422 1606 01:00 4 2 6 13:00 186 189 375 01:15 5 7 12 13:15 155 181 336 01:30 5 5 10 13:30 155 171 326 01:45 3 17 5 19 8 36 13:45 154 650 174 715 328 1365 02:00 22 1 23 14:00 198 151 349 02:15 6 1 7 14:15 169 130 299 02:30 4 3 7 14:30 254 154 408 02:45 2 34 2 7 4 41 14:45 222 843 144 579 366 1422 03:00 21 10 31 15:00 317 135 452 03:15 8 19 27 15:15 246 185 431 03:30 4 13 17 15:30 350 165 515 03:45 1 2 35 22 64 24 99 15:45 314 1227 142 627 456 1854 04:00 10 21 31 16:00 421 135 556 04:15 5 34 39 16:15 317 150 467 04:30 8 40 48 16:30 437 143 580 04:45 9 32 104 199 113 231 16:45 327 1502 127 555 454 2057 05:00 23 92 115 17:00 428 174 602 05:15 36 134 170 17:15 408 153 561 05:30 23 115 138 17:30 430 155 585 05:45 1 40 122 201 542 241 664 17:45 356 1622 178 660 534 2282 06:00 33 155 188 18:00 354 146 500 06:15 38 183 221 18:15 278 160 438 06:30 65 198 263 18:30 215 157 372 06:45 54 190 249 785 303 975 18:45 174 1021 136 599 310 1620 07:00 88 259 347 19:00 168 100 268 07:15 83 253 336 19:15 135 110 245 07:30 96 292 388 19:30 147 82 229 07:45 1 109 376 292 1096 401 1472 19:45 121 571 78 370 199 941 08:00 104 270 374 20:00 110 68 178 08:15 145 262 407 20:15 81 47 128 08:30 101 276 377 20:30 89 67 156 08:45 132 482 309 1117 441 1599 20:45 86 366 49 231 135 597 09:00 116 224 340 21:00 78 52 130 09:15 106 179 285 21:15 47 40 87 09:30 120 204 324 21:30 55 18 73 09:45 1 114 456 192 799 306 1255 21:45 49 229 30 140 79 369 10:00 138 137 275 22:00 61 25 86 10:15 114 143 257 22:15 36 27 63 10:30 123 131 254 22:30 29 15 44 10:45 130 505 143 554 273 1059 22:45 23 149 10 77 33 226 11:00 166 109 275 23:00 15 10 25 11:15 178 127 305 23:15 20 7 27 11:30 195 137 332 23:30 18 8 26 11:45 1 179 718 165 538 344 1256 23:45 12 65 12 37 24 102 TOTALS 1 3008 5741 8749 TOTALS 9062 5379 14441 SPLIT% 1 34.4% 65.6% 37.7% SPLIT% 1 62.8% 37.2% 62.3% DAILY TOTALS rr 11,120 0 23,190 AM Peak Hour 11:45 08:00 08:00 PM Peak Hour 17:00 12:15 17:00 AM Pk Volume 820 1117 1599 PM Pk Volume 1622 809 2282 Pk Hr Factor 0.833 0.904 0.906 Pk Hr Factor 0.943 0.822 0.948 7-9 Volume 858 2213 3071 4-6 Volume 3124 1215 4339 7-9 Peak Hour 08:00 08:00 08:00 4-6 Peak Hour 17:00 17:00 17:00 7-9 Pk Volume 482 1117 1599 4-6 Pk Volume 1622 660 2282 Pk Hr Factor 0.831 0.904 0.906 1 Pk Hr Factor 0.943 0.927 0.948 APPENDIX B.1 EXISTING CONDITIONS Myford Warehouse I Transportation Impact Analysis August 2020 U O x x x x 04O O a0 0 0 O CV C9 In r �; N r 0 0 O O O O O O O M Z U 666 O O O O O O O O O O O j (B C") _ U Y O Q M CN O O co O M M LO CO N Cn W� J N O M N 6) Q O 70 (u x x C: O O O O O O O O M O O 6) O Z O U O O O O O O O O O O O O O j Y Q O O M O O O (D I— co N C O J co co � CS) CVS Y O � z CD O CD 0 CCD D 0 0 0 0 0 0 0 0 o Q ~ I� "�T � � � N (� co CO M J Q � Z o U co d C/) U 7 Z N O O O O O CN _0 CN O Q C a- Q i cam.) 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T U) J f— of J F— of J f— of m m m I-- c ~ LO Q w z z z Cmi) cmn U) LU LU LUm m m U O C U U (B L U O x x x x 04O ao cfl Ln o N Ln O Ln N ry O O O O O O N O O CN O O U O O O O O O O O O O O O O O O j (B CIO _ U Y O Q Lf'7 N 6) Lf) r- N CO U) LLQ J C0 N O CO a0 00 CN O 0 Lf7 � N Q O 70 (u x x x x C: OO N O M Lf) O Cl) Lf) a0 M O LO'7 O LO O O O O O O O O O O M O U O O O O O O O O O O O O O O Y coLU co CO a0 N CO 6) O Y J co Lf) N O Q � Z O O O O O O O O O O O O I-- (--) O O O O O O O O Q I� � � � rl- "�T rl- "�T "�T rl- N (� M M M M J Q d Q (D � o U E co d C/) U 7 Z - - - N CN -0 CN CN Q -S� a- < i cam) U F- c J co 'x m m m m m m m m m m m m _O N O W Z Z Z Cn Cn Cn W W W U F- x x x x ElfU O O O O O O OCV O O N O O O O O O O O O O O O O O O O O Y Q J � Lf) CO Lf) 0) Lf) r- CN M W O CO N O 6) M CO CO Lf) C0 r-- a- �a- �> N - CO 00 x x O O N Lf) O co Lf) CO O Lf) 6) =D O O O O O O O O - O O N O O O O O O O O O O O O O O O Y Q J CO Lf) co a0 a0 N Il- M co co N O M M co co CN � C0 6) 6) co Lf) Q Z O O O O O O O O O O O O o o O O O O O O O O O Q Q M M M M N U J Q cu Ta 4) U Of E U) 70 .r w m Z N CN -0 CN CN Q C 0 > Q C CU Q w�+ J J U) TN J f- J f- -if- of m m m CT N ~ LO Q w z z z mmmm m m Ci) C/) Ci) U O cv C U U (B L U O x x x x 04O (Y) LO 0 O rn I— rn ch LO m O LO N N O H O O N 0 0 0 0 O O I— N N O U o 0 0 0 0 0 0 0 0 0 0 0 0 OCU N _ > •V LO Y O W LCA LC) (V CO 6)00 LO N N to n J O 6) N CO Q O ch n > 70 (u x x x x C: I� N O S LC) O N O O O LC) I— L O N O O LC) O O O O O O O CO O U O O O O O O O O O O O O O O Y O � ) Q > Z O O O O O O O O O O O O O O O O O O O O LC) LC) O O Q I� ao � I` co I` � co LC) Il- I` N U (o (D m N J Q d Q N Z O U E U) C/) U 7 z LO LO N O Q� 0- a L a) Q CF) :3 0 U C (c6 J U) J J J J (6 m m m m m m m m m m m m (1) O LU z z z cn cn cn w w w E U i-- U (h � O O ao � ao (h LO (h O LO O O H O O N —. — 0 0 0 0 O O I— > > o 0 0 0 0 0 0 0 0 0 0 0 0 0 O Y Q LON mOLN ( N N 0- > O 6) N CO n x x x x () I- N O CO S O N O O O LC) (D =D > O N O O LC) O O O O O O O CO U O O O O O O O O O O O O O O Y Q LU J � 00 (h CO (`') CO O - 6) 0- O CY)m N N � � (h > (h Q Z O p` O O O O O O O O O O O O O O O O O O O LO LO O O Q 00 I` 1` 00 rl- � 00 LC) Il- rl- N U cu Q Z O U) U E U) 70 >, p Z NLO 70 O Q c � p a> > Q v U (n y J O = = J + LO CU LU z z z U) U) U) LU LU LU m m m E v O E M C: U �p t�: CU L U O x x x x 04O 0 o 00 o LO O 00 LO ui N ry O O O O Cy 17 O Ln z U o 0 0 0 0 0 0 0 0 0 0 0 0 O j CU c7 _ U Y O Q O O O Cil LO O N C9 Lf) "::r O U) a- J N M N r— co CS) Q O 70 cu x x x x C: O O O C3) O "�T CN O 00 Lf) LO =D O O O CN CV 0 0 O O LC'7 O U O O O O O O O O O O O O O Y LU Q O O O CO O O I� co N O C14 co CN co LOO Q � Z O O O O O O O O O O O O O F— OT OT O O O O� O N Q cn cn LO co LO CL d Q (D � o U E co d U) U 7 Z O O O CN CV O M N M O Q C a- Q i cam.) 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CV 0 0 O O LO O p O O O O O O O O O O O O Y Lu J O O O co O N O co O � O O N co co OCN M Lf) > Q Z Q O O O O O O O O O O O O O Q _ OD OD O O O OD O N (D M CO LC'7 M Lf'7 J Q 70 a_ _ =D cu Q cu m cn cB U E F— Q' E U) i LU Q T Z O O O CN CN O M N M O Q C O d > Q C CU Q J U) O F— J _ �• E N m m m m m m m m m J ~ � cB O LO (B of of of m m CO O (U w zzz cncncn wwLU w � � � � c� F— E C: U U CU L U O x x x x 04O ry o ao co 0 0 o M o 0 Ln ui N CV O O O CN O O Lf) U O O O O O O O O O O O O O O j (B CIO _ U Y O Q co I- Lf) O O O co a0 O O CN T U) LU J M CO 'T co CO 00 co Q O 70 cu x x x x C: Q. r- O N O O M M O I- ML-0 Lf) L- � O O O O O O O O M O U O O O O O O O O O O O O O � O Y LU `cn co � o 0 0 co o o � c Y J N CO CO N O Q � Z O O O O O O O O O O O O O F- OT OT O O� O O O N (� M CO co Lf) Lf) J Q d Q (D � o U E co d C/) U 7 Z N CN _0 O O O CN M O O CO Q C a- Q i cam.) U F- c J co F¢- 'x m 00 00 00 00 00 00 m m 00 00 00 O (D O W Z Z Z C) C) C) W W W U F— x x x x O co CO p 0 co M O I- O Lf) Lf) M CV p 0 O - O - CN O O Lf) O O O O O O O Y Q J a0 Il- Lf) O O O Lf) O O Lf) Zl- W O M O S Il- rl- O co a M CO "�T N co co co x x x x I� O N p 0 N 6) CZ) 'IT I� M Lf) IT = O p 0 O O O - - O O M O O O O p 0 O O O O O O O O Y Lu J M a0 co � O O O co LO O O LO cn N CO � CO N > Q Z Q O O O o 0 0 o O o 0 0 0 0 _ OT OT O O� O O O N (� M CO co Lf) Lf) J o pp U E Z cnC LU Q 70 >+ Z N CN -0 O O O CN CO O O M Q C O J U U) O F— =co J _ �• E N m m m m m m m m m J ~ � cB O LO (B m m CO O w zzz cncncn wwwF— LO U U (B L U O x x x x 04O CO CO O ap O O O LO co uj N ry O M O N O O O O O LO Z U O O O O O O O O O O O O O j cB CIO _ U Y O Q o ao Cn o o rn M O r` o 0 o U U � cn � o � � Q O N 70 ca x x x x C: O O r` O CS) M O O O LO a0 LO O U O O O O O O O O O O O O Y LU Q O Cn M O Ln rn 'T O LO O O O CD J M M r— co Y O co Q � z O CD CD 0 0 0 0 o OO o 0 o Q co co "::r "::r N (� CO CO co M J Q < Z d Q � � o U E co d C/ U 7 Z O 'T `� C:) "::r `� N O N O O O Q C a- Q i cam.) 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U F— c J co F¢— m m m m m m m m m m m m _0') (D O S Z Z Z C) C) C) W W W U F— x x x x (,� 6) N Lf) r-- co co N D N O Lf) GO Elf O O O -7 O O CO O O O I-- O O O O O O O O O O O O O O Y Q J N I� — CN CO N N N CO CO W U M N Lf) a0 I� CN r-- M M co CO x x x x Of Lf) (D N �T r— Lf) Il- N CO Il- O Lf) r-- =D �= O O O O CV CV O — O O O Lf) O O O O O O O O O O O O O O Y Lu J I� CV � O H O r-- coCS) CO CL co 00 M �T � co N Lf) Q Z O m O O O O O O O O O O O O F-- > O O O O O O O O O O Q Q (� CO CO CO M J 7 a_ cu _ cu cn U E > F— v w U >, Z N O CN O CN - CN -0 Q C O _0 C) U U) \! J f � J F— � J f— of J F— of (B Ln (B m m m m m m m m m m m m _ 2 O L.L_ S Z Z Z C/) C/) C/) W W W U F— C= U U CU L PROJECT DRIVEWAY QUEUEING REPORTS Myford Warehouse I Transportation Impact Analysis August 2020 Queuing and Blocking Report Horizon Year Plus Project AM 05/22/2020 Intersection: 1: Myford Rd & Project Dwy 1 Movement EB NB SB Directions Served LR L TR Maximum Queue(ft) 36 29 4 Average Queue(ft) 15 6 0 95th Queue(ft) 35 26 3 Link Distance(ft) 568 379 Upstream Blk Time(%) Queuing Penalty(veh) Storage Bay Dist(ft) 200 Storage Blk Time(%) Queuing Penalty(veh) Intersection: 2: Myford Rd & Project Dwy 2 Movement EB NB Directions Served LR L Maximum Queue(ft) 40 30 Average Queue(ft) 17 5 95th Queue(ft) 39 23 Link Distance(ft) 448 Upstream Blk Time(%) Queuing Penalty(veh) Storage Bay Dist(ft) 200 Storage Blk Time(%) Queuing Penalty(veh) Network Summary Network wide Queuing Penalty:0 SimTraffic Report Page 1 Queuing and Blocking Report Horizon Year Plus Project PM 05/22/2020 Intersection: 1: Myford Rd & Project Dwy 1 Movement EB NB Directions Served LR L Maximum Queue(ft) 59 40 Average Queue(ft) 25 8 95th Queue(ft) 46 29 Link Distance(ft) 568 Upstream Blk Time(%) Queuing Penalty(veh) Storage Bay Dist(ft) 200 Storage Blk Time(%) Queuing Penalty(veh) Intersection: 2: Myford Rd & Project Dwy 2 Movement EB NB Directions Served LR L Maximum Queue(ft) 56 30 Average Queue(ft) 26 7 95th Queue(ft) 50 28 Link Distance(ft) 448 Upstream Blk Time(%) Queuing Penalty(veh) Storage Bay Dist(ft) 200 Storage Blk Time(%) Queuing Penalty(veh) Network Summary Network wide Queuing Penalty:0 SimTraffic Report Page 1 U E N cLo � Q C 41 CL L C ami U E on Z A cc 'a r,, O C co C w co r-I u1 c E L rI Q c N O n U > V L O +� ° v O CO +-+ \ O p praj •N ° °m i u UO O O CQ �cc UOJ C _cOp LNv C j.J ! 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The Planning Commission does hereby resolve as follows: I. The Planning Commission finds and determines as follows: A. That a proper application has been submitted by B8 Myford Industrial Owner LLC, a Delaware limited liability company, requesting authorization to demolish an existing industrial building and adjacent parking lot and development a 220,331-square-foot industrial warehouse facility located at 14451 Myford Road. B. That the development application includes the following requests: 1. Design Review (DR) 2020-0005 for the design and site layout of a new 220,331-square-foot industrial building, parking spaces, relocated drive approaches, landscaping, and forty-seven (47) truck docks. 2. Subdivision (SUB) 2020-0002/Tentative Tract Map (TTM) 2020-149 to merge two (2) adjacent lots (4 Assessor Parcel Numbers) into one (1) parcel (9.9 acres). C. That the Irvine Industrial Complex Planned Community District regulations and the Planned Community Commercial/Business (PCCB) General Plan land use designation provide for a variety of commercial and industrial uses. In addition, the project has been reviewed for consistency with the Air Quality Sub-element of the City of Tustin General Plan and has been determined to be consistent with the Air Quality Sub-element. D. That a public hearing was duly called, noticed, and held for DR 2020- 0005 and SUB 2020-0002/TPM 2020-149 on December 8, 2020, by the Planning Commission. E. That the proposed project is considered a "project" subject to the terms of the California Environmental Quality Act ("CEQA"). A Draft Initial Study/Mitigated Negative Declaration was prepared to identify and mitigate any potential environmental impacts that would result from the proposed code amendment and the study found that, although there is evidence that the proposed project may have an effect on the Resolution No. 4412 Page 2 environment, there will not be a significant effect in this case because mitigation measures have been added to the project. Therefore, the preparation of an Environmental Impact Report is not required. The Draft Initial Study/Mitigated Negative Declaration was made available for public review between November 17, 2020, to December 7, 2020. No comments were received. F. That the Planning Commission considered the Initial Study and the Mitigated Negative Declaration and finds it adequate for the proposed project. G. That pursuant to Section 9272 of the Tustin Municipal Code, the Planning Commission finds that the location, size, architectural features, and general appearance of the proposed development will not impair the orderly and harmonious development of the area, the present or future development therein, or the occupancy as a whole. In making such findings, the Planning Commission has considered at least the following items: 1. Height, bulk, and area of buildings. 2. Setbacks and site planning. 3. Exterior materials and colors. 4. Type and pitch of roofs. 5. Size and spacing of windows, doors, and other openings. 6. Roof structures. 7. Location, height, and standards of exterior illumination. 8. Landscaping, parking area design, and traffic circulation. 9. Location and appearance of equipment located outside an enclosed structure. 10.Location and method of refuse storage. 11.Physical relationship of proposed structures to existing structures in the neighborhood. 12.Appearance and design relationship of proposed structures to existing structures and possible future structures in the neighborhood and public thoroughfares. 13.Development Guidelines and criteria as adopted by the City Council. H. That as conditioned, SUB 2020-0002/TPM 2020-149 would be in conformance with the State Subdivision Map Act and Tustin City Code (TCC) Section 9323 (Subdivision Code) as follows: 1. The proposed map is consistent with the Tustin General Plan, the Zoning Code, the Subdivision Code, the Subdivision Map Act and other applicable provisions of the TCC. 2. The site is physically suitable for the type of development and proposed density in that the development of a new industrial building on 9.9 acres is within the allowable density consistent with Resolution No. 4412 Page 3 the PCCB General Plan land use designation and the development is consistent with the Irvine Industrial Complex Planned Community District regulations. 3. The design of the proposed subdivision and improvements are not likely to cause substantial environmental damage or substantially and avoidably injure fish or wildlife or their habitat in that the development is located on an improved parcel within an urbanized area. 4. The design of the subdivision or the types of improvements proposed are not likely to cause serious public health problems in that the development is in compliance with the Planned Community District regulations and will be required to comply with the applicable building and life safety codes. 5. That the design of the subdivision or the type of improvements will not conflict with easements, acquired by the public at large, for access through or use of property within the proposed subdivision as a public sidewalk and parkway improvements will be installed as a result of the project. 6. That the waste discharge from the proposed subdivision into a community sewer system will not result in or add to violations of existing requirements prescribed by the Regional Water Quality Control Board in that the development will be permitted through the Irvine Ranch Water District to utilize community sewer facilities. 7. That the requirements of the CEQA have been satisfied. II. The Planning Commission hereby approves DR 2020-0005 and SUB 2020- 0002/TPM 2020-149, authorizing the demolition of an existing industrial building and adjacent parking lot and development of a 220,331-square-foot industrial warehouse facility located at 14451 Myford Road, subject to the conditions contained within Exhibit A attached hereto. Resolution No. 4412 Page 4 PASSED AND ADOPTED by the Planning Commission of the City of Tustin at a regular meeting on the 8th day of December, 2020. AMY MASON Chairperson JUSTINA L. WILLKOM Planning Commission Secretary STATE OF CALIFORNIA ) COUNTY OF ORANGE ) CITY OF TUSTIN ) I, Justina L. Willkom, the undersigned, hereby certify that I am the Planning Commission Secretary of the City of Tustin, California; that Resolution No. 4412 was duly passed and adopted at a regular meeting of the Tustin Planning Commission, held on the 8th day of December, 2020. PLANNING COMMISSIONER AYES: PLANNING COMMISSIONER NOES: PLANNING COMMISSIONER ABSTAINED: PLANNING COMMISSIONER ABSENT: JUSTINA L. WILLKOM Planning Commission Secretary EXHIBIT A RESOLUTION NO. 4412 DESIGN REVIEW 2020-0005 & SUBDIVISION 2020-0002/ TENTATIVE PARCEL MAP 2020-149 CONDITIONS OF APPROVAL GENERAL (1) 1.1 The proposed project shall substantially conform with the submitted plans for the project date stamped December 8, 2020, on file with the Community Development Department, as herein modified, or as modified by the Community Development Director in accordance with this Exhibit. The Community Development Director may also approve subsequent minor modifications to plans during plan check if such modifications are consistent with provisions of the Tustin City Code (TCC). (1) 1.2 Approval of Design Review (DR) 2020-0005 shall be null and void unless development commences within twelve (12) months of the date of this approval & Subdivision (SUB) 2020-0002/Tentative Parcel Map (TPM) 2020-149 shall become null and void unless the map is recorded within twenty-four (24) months of the date of this approval. Time extensions may be granted if a written request is received by the Community Development Department within thirty (30) days prior to expiration. (1) 1.3 Unless otherwise specified, the conditions contained in this Exhibit shall be complied with as specified, subject to review and approval by the Community Development Department. (1) 1.4 Approval of DR 2020-0005 & SUB 2020-0002/TPM 2020-149 are contingent upon the applicant and property owner signing and returning to the Community Development Department a notarized "Agreement to Conditions Imposed" form and the property owner signing and recording with the County Clerk- Recorder a notarized "Notice of Discretionary Permit Approval and Conditions of Approval" form. The forms shall be established by the Community Development Director and evidence of recordation shall be provided to the Community Development Department. (1) 1.5 The applicant shall be responsible for costs associated with any necessary code enforcement action, including attorney fees, subject to the applicable notice, hearing and appeal process, as established by SOURCE CODES (1) STANDARD CONDITION (5) RESPONSIBLE AGENCY REQUIREMENT (2) CEQA MITIGATION (6) LANDSCAPING GUIDELINES (3) UNIFORM BUILDING CODE/S (7) PC/CC POLICY (4) DESIGN REVIEW *** EXCEPTION Exhibit A Resolution No. 4412 DR 2020-0005&SUB 2020-0002/TPM 2020-149 Page 2 the City Council by Ordinance. (1) 1.6 Any violation of any of the conditions imposed is subject to the issuance of an Administrative Citation pursuant to TCC Section 1162 (a). (1) 1.7 If in the future the City's Community Development Director, Police Chief, and/or Public Works Department determine that a parking, traffic, or noise problem exists on the site or in the vicinity as a result of the facility, the Community Development Director, Police Chief, and/or Public Works Department may require that the applicant prepare a parking demand analysis, traffic or queuing study, or noise analysis upon notice to the applicant and the applicant shall bear all associated costs. If said study indicates that there is inadequate parking or a traffic or noise problem, the applicant shall be required to provide measures to alleviate the problem subject to review and approval by the Community Development Department, Police Chief, and/or Public Works Department. Said measures may include, but are not limited to, the following: A. Adjust hours of operation. B. Reduce and/or eliminate activities. C. Provide additional parking, including but not limited to implementing Alternate Site Plan- Potential Auto Parking, approved with the project. (1) 1.8 As a condition of approval of DR 2020-0005 & SUB 2020-0002/TPM 2020-149, the applicant shall agree, at its sole cost and expense, to defend, indemnify, and hold harmless the City, its officers, employees, agents, and consultants, from any claim, action, or proceeding brought by a third party against the City, its officers, agents, and employees, which seeks to attack, set aside, challenge, void, or annul an approval of the City Council, the Planning Commission or any other decision-making body, including staff, concerning this project. The City agrees to promptly notify the applicant of any such claim or action filed against the City and to fully cooperate in the defense of any such action. The City may, at its sole cost and expense, elect to participate in the defense of any such action under this condition. (1) 1.9 All activities shall comply with the City's Noise Ordinance. (1) 1.10 The property shall be maintained in a safe, clean and sanitary condition at all times. The property owners shall be responsible for the daily maintenance and upkeep of the businesses and respective Exhibit A Resolution No. 4412 DR 2020-0005&SUB 2020-0002/TPM 2020-149 Page 3 buildings, including but not limited to trash removal, graffiti removal, and maintenance of existing improvements to ensure that the properties are maintained in a neat and attractive manner. (1) 1.11 All new structures shall support adequate radio coverage for City emergency service workers operating on the 800 MHz Countywide Communication System. Further, the applicant/owners or tenants must maintain a reasonable standard of reliable radio communication within their buildings and structures once a Certificate of Occupancy is issued or a final inspection is conducted. For the purposes of this section, adequate radio coverage shall include those specification in the City of Tustin Public Safety Radio System Coverage Specifications set forth in Chapter 10, Section 8958 of the TCC (City of Tustin Public Safety Radio System Coverage Specifications). TENTATIVE PARCEL MAP 2020-149 (1) 2.1 Within twenty-four (24) months from tentative map approval, the applicant shall record with appropriate agencies a final map prepared in accordance with subdivision requirements of the TCC, the State Subdivision Map Act, and applicable conditions contained herein unless an extension is granted pursuant to Section 9323 of the TCC. The Final Map shall be submitted at least 90 days prior to the expiration of the Tentative Map for review, processing, and recording prior to the expiration of the Tentative Map. Time extensions shall be in conformance with the provision of the TCC and State Subdivision Map Act. (1) 2.2 Preparation and recordation of a final subdivision map shall be required. (5) 2.3 The applicant shall satisfy dedication and/or reservation requirements as applicable, including, but not limited to, dedication in Fee Title of all required street rights-of-way; dedication of all required flood control right-of-way easements; and dedication of vehicular access rights, sewer easements, and water easements defined and approved as to specific locations by the City Engineer (at no cost to the City) and/or other agencies. (***) 2.4 Prior to recordation of the final map, the applicant is required to execute a subdivision and monumentation agreement and furnish improvement and monumentation bonds, all on forms acceptable to the City. (5) 2.5 The final tract map shall be recorded in accordance with approved TPM and all applicable requirements of the Irvine Industrial Complex Exhibit A Resolution No. 4412 DR 2020-0005&SUB 2020-0002/TPM 2020-149 Page 4 (PC-IND) zoning district, TCC, and applicable policies and guidelines. All conditions of approval herein, as applicable, shall be satisfied prior to recordation of a final map or as otherwise specified herein. SITE & BUILDING DESIGN (***) 3.1 Prior to tenant improvement permit issuance, an operations plan shall be submitted upon tenant occupancy to ensure compliance with the scope of the approved project. (4) 3.2 Project materials shall substantially comply with those identified in the approved plans. Additional color and material samples may be requested by City staff at the time of plan check. Substitutions to the approved materials may occur subject to the approval of the Community Development Director. Enhancements to the architectural detailing may be required at the time of plan check based on the proposed materials. (***) 3.3 All roof access shall be provided from the inside of the building. (4) 3.4 All rooftop mounted equipment shall be installed so as not to be visible from the public right-of-way and parking lot areas and in accordance with approved plans. No rooftop mounted equipment shall be visible from public view. Compliance with this condition shall be verified at plan check and at field inspection. (4) 3.5 No exterior downspouts shall be permitted. All roof drainage shall utilize interior piping and may have exterior outlets into landscaped areas at the base of the building. Any roof scuppers shall be installed with a special lip device so that overflow drainage will not stain the walls. (4) 3.6 All exposed metal flashing or trim shall be painted to match the building. (4) 3.7 Utility meters located outside of the building shall be screened with landscaping to the greatest extent possible. Electrical transformers shall be located in areas with room for landscape screening to be planted outside the required access space (4) 3.8 Backflow devices and double detector checks shall be painted to match surrounding landscaping when in planters or painted to match the building when located adjacent to the building. Landscaping shall be utilized to screen the devices where possible. (1) 3.9 All utilities shall be installed underground. Exhibit A Resolution No. 4412 DR 2020-0005&SUB 2020-0002/TPM 2020-149 Page 5 (1) 3.10 Any outdoor storage shall be visually screened and not visible to any streets or adjacent properties. (***) 3.11 The screen wall fronting Myford Road shall be visually broken up with indentations and/or pilasters. (4) 3.12 Freestanding walls and fencing shall be treated with graffiti-resistant coating. LANDSCAPING (5) 4.1 Landscape plans shall comply with the City's Water Efficient Landscape Ordinance and Ordinance No. 1457, regarding the water conservation requirements stipulated in the Governor's Executive Order B-29-15 and the City's Water Management Plan. (***) 4.2 At least (12) twelve 36-inch box trees shall be planted along Myford Road to off-set mature tree removal along the street frontage. (1) 4.3 All plant materials shall be installed in a healthy and vigorous condition typical to the species in accordance with the approved landscape plan. Landscaping shall be maintained in a neat and healthy condition, which includes, but is not limited to trimming, mowing, weeding, litter removal, fertilizing, regular watering, and replacement of diseased or dead plants. MASTER SIGN PLAN (1) 5.1 A master sign plan is required for developments in planned community districts in the City. The purpose of a master sign plan is to encourage coordinated and quality sign design (integrated with architectural style of project) on sites where a large number of signs will occur. In addition, the master sign plan should include permanent directional/information signs to facilitate smooth internal circulation by the motorist. (3) 5.2 A sign permit shall be applied for and obtained from the Community Development Department prior to constructing, erecting, altering, replacing, moving, or painting any sign, except for signs exempt from a permit according to the Tustin Sign Code. Permit applications shall be accompanied by information as required for a standard sign plan or master sign plan, pursuant to the Tustin Sign Code. (1) 5.3 All signs shall conform to the approved Master Sign Plan and revert to the City of Tustin Sign Code for any issues that remain silent in said Plan. Exhibit A Resolution No. 4412 DR 2020-0005&SUB 2020-0002/TPM 2020-149 Page 6 (5) 5.4 All signs shall be structurally safe and maintained in good condition at all times. The Community Development Director shall have the authority to order repair, replacement, or removal of any signs which constitute a hazard or nuisance to the safety, health, or public welfare by reason of inadequate maintenance, dilapidation, or obsolescence. (4) 5.5 All signs shall be constructed of a non-corrosive, rust-resistant finish so as not to degrade in adverse weather conditions. BUILDING PLAN SUBMITTAL (5) 6.1 All construction shall comply with 2019 California Building Code, California Mechanical Code, California Electrical Code, California Plumbing Code, California Green Code, California Energy Codes, California Fire Code and City Ordinances, State and Federal laws, and other regulations as adopted by the City Council of the City of Tustin. (5) 6.2 All construction shall comply with 2019 California Energy Code, section 110.10 (a)4, mandatory requirements for solar ready buildings. (1) 6.3 Prior to issuance of a Building Permit(s), payment of the most current Major Thoroughfare and Bridge Fees (for the Foothill/Eastern Transportation Corridor Agency (TCA)) to the City of Tustin (through the Public Works Department) shall be required. The fee rate schedule automatically increases on July 1st of each year. WATER IMPROVEMENT CONDITIONS (5) 7.1 This development shall comply with all applicable provisions of the City of Tustin Water Quality Ordinance and all Federal, State, and Regional Water Quality Control Board rules and regulations. (1) 7.2 Prior to issuance of any permits, the applicant shall submit for approval by the Community Development and Public Works Departments, a final Water Quality Management Plan (WQMP). If the WQMP has been determined to be a Priority WQMP, it shall identify Low Impact Development (LID) principles and Best Management Practices (BMPs) that will be used on-site to retain storm water and treat predictable pollutant run-off. The Priority WQMP shall identify: the implementation of BMPs, the assignment of long-term maintenance responsibilities (specifying the developer, parcel owner, maintenance association, lessees, etc.), and reference to the location(s) of structural BMPs. (1) 7.3 Prior to submittal of a final Water Quality Management Plan (WQMP), the applicant shall submit a deposit of $2,700.00 to the Public Works Department for the estimated cost of reviewing the WQMP. Exhibit A Resolution No. 4412 DR 2020-0005&SUB 2020-0002/TPM 2020-149 Page 7 (1) 7.4 Prior to issuance of any permits, the applicant shall record a "Covenant and Agreement Regarding O & M Plan to Fund and Maintain Water Quality BMPs, Consent to Inspect, and Indemnification", with the County Clerk-Recorder. This document shall bind current and future owner(s) of the property regarding implementation and maintenance of the structural and non-structural BMPs as specified in the approved WQMP. STREET IMPROVEMENT CONDITIONS (1) 8.1 Prior to any work in the public right-of-way, an Encroachment Permit shall be obtained from and applicable fees paid to the Public Works Department. (***) 8.2 The developer shall design and construct the driveway aprons on Myford Road to the most current Federal American With Disability Act (ADA) requirements and the most current City of Tustin Standard 210. The developer shall remove the existing driveways and design and construct sidewalk and curb & gutter on Myford Road to the most current ADA requirements and the most current City of Tustin Standards, unless a modified driveway design is approved by the City Engineer. (1) 8.3 Prior to issuance of an Encroachment Permit, the applicant shall submit to the Public Works Department 24" x 36" reproducible street improvement plans, as prepared by a California Registered Civil Engineer, for approval. The plans shall clearly show existing and proposed surface and underground improvements. (***) 8.4 Prior to issuance of an Encroachment Permit for construction within the public right-of-way, a 24" x 36" construction area traffic control plan, as prepared by a California Registered Traffic Engineer, or Civil Engineer experienced in this type of plan preparation, shall be prepared and submitted to the Public Works Department for approval. (1) 8.5 Current Federal Americans with Disabilities Act (ADA) requirements shall be met at all driveways and sidewalks adjacent to the site. City of Tustin standards shall apply, unless otherwise approved by the City Engineer. Depending on the applicable City standard, an easement on private property for pedestrian access may be required. (1) 8.6 Any damage done to existing public street improvements and/or utilities shall be repaired to the satisfaction of the City Engineer before acceptance of public improvements. Exhibit A Resolution No. 4412 DR 2020-0005&SUB 2020-0002/TPM 2020-149 Page 8 SOLID WASTE RECYCLING CONDITIONS (1) 9.1 The applicant/contractor is required to submit a Construction and Demolition Waste Recycling and Reduction Plan (WRRP) to the Public Works Department. The WRRP must indicate how the applicant will comply with the City's requirement (TCC Section 4351, et al) to recycle at least sixty-five (65) percent of the project waste material or the amount required by the California Green Building Standards Code. A. The applicant will be required to submit a fifty-dollar ($50.00) application fee and a cash security deposit. Based on the review of the submitted Waste Management Plan, the cash security deposit will be determined by the Public Works Department in the amount of five (5) percent of the project's valuation as determined by the Building Official, rounded to the nearest thousand. In no event shall a deposit exceed $25,000. The deposit amount will be collected in accordance with the TCC. B. Prior to issuance of any permit, the applicant shall submit the required security deposit in the form of cash, cashier's check, personal check, or money order made payable to the "City of Tustin". (1) 9.2 Facility Solid Waste Collection and Recycling Plan. A. The applicant, property owner, and/or tenant(s) are required to participate in the City's recycling programs. B. Waste and Recycling collection facilities shall be equally and readily accessible by the property owner(s) or tenant(s). C. Waste and Recycling collection facilities must be placed in a location that can be easily and safely accessed by the solid waste hauler while utilizing either front loader or side loading equipment. D. Adequate collection capacity shall be provided to ensure that collection frequency shall not exceed four times per week for commercial customers. E. All trash enclosures shall be designed with roof and be able to accommodate at least two (2) 4-yard bins, with at least one (1) bin reserved for recyclable materials. Space for a container for organics is also required as described in Section 15F below. F. All developments are required to provide space for the Exhibit A Resolution No. 4412 DR 2020-0005&SUB 2020-0002/TPM 2020-149 Page 9 collection of organic materials. Organics are collected in 35- gallon and 65-gallon wheeled carts, and 2-yard bins. The size of the organics container will be dependent upon the size of the building. Organics can be collected six (6) days per week to minimize the space required for a container. MISCELLANEOUS CONDITIONS (1) 10.1 CADD Requirements - In addition to the normal full-size map and plan submittal, all final maps and plans including, but not limited to, tract maps, parcel maps, right-of-way maps, records of survey, public works improvements, private infrastructure improvements, final grading plans, and site plans shall be submitted to the Public Works Department in computer aided design and drafting (CADD) format to the satisfaction of the City Engineer. The standard file format is AutoCAD Release 2009, or latest version, having the extension "DWG". All layering and linotype conventions are AutoCAD-based (latest version available upon request from the Public Works Department). The CADD files shall be submitted to the City at the time plans are approved, and updated CADD files reflecting "as built" conditions shall be submitted once all construction has been completed. No project bonds will be released until acceptable "as built" CADD files have been submitted to the City. ORANGE COUNTY FIRE AUTHORITY (1) 11.1 Prior to OCFA clearance of a final map, a Fire Master Plan is required to be submitted to OCFA for review. Complete and sign OCFA Guideline E-04 attachment #3 and submit with the Fire Master Plan for review. (***) 11.2 Prior to the issuance of a precise grading permit or a building permit, if a grading permit is not applied for separately, the location of any gates, any cell site, and fire service underground- if existing system is modified/relocated/replaced is required to be submitted to OCFA for review. (1) 11.3 Prior to concealing interior construction, fire alarm and fire sprinkler system plans must be prepared and submitted to OCFA for review. (1) 11.4 Prior to issuance of temporary or final certificate of occupancy, all OCFA inspections shall be completed to the satisfaction of the OCFA inspector and be in substantial compliance with codes and standards applicable to the project and commensurate with the type of occupancy (temporary or final) requested. (1) 11.5 Lumber-drop inspection - After installation of required fire access Exhibit A Resolution No. 4412 DR 2020-0005&SUB 2020-0002/TPM 2020-149 Page 10 roadways and hydrants, the applicant shall receive clearance from the OCFA prior to bringing combustible building materials on-site. Call OCFA Inspection Scheduling at (714) 573-6150 with the Service Request number of the approved fire master plan at least five (5) days in advance to schedule the lumber drop inspection. (1) 11.6 Emergency Responder Digital Radio System - Evidence of compliance with emergency responder digital radio system performance criteria shall be provided prior to occupancy. Refer to OCFA Guideline E-03 or the local jurisdiction's emergency responder radio ordinance, as applicable, for requirements GRADING AND DRAINAGE (1) 12.1 Prior to issuance of a Grading Permit, a final grading plan, prepared by a California Registered Civil Engineer, shall be submitted and approved. The grading plan shall be consistent with the approved site and landscaping plans. (1) 12.2 Prior to issuance of a Grading Permit, a grading bond (on a form acceptable to the City) will be required. The engineer's estimate, which covers the cost of all work shown on the grading plan, including grading, drainage, water, sewer and erosion control, shall be submitted to the City for approval. ENVIRONMENTAL (1) 13.1 The project shall comply with all mitigation measures that are required by the adopted Mitigated Negative Declaration (Resolution No. 4411). FEES (1) 14.1 Prior to issuance of each building permit, payment shall be made of all applicable fees, including but not limited to, the following. Payment shall be required based upon those rates in effect at the time of payment and are subject to change. A. Building plan check and permit fees to the Community Development Department based on the most current schedule at the time of permit issuance. B. Engineering plan check and permit fees to the Public Works Department based on the most current schedule at the time of permit issuance. C. OCFA plan check and inspection fees to the Community Exhibit A Resolution No. 4412 DR 2020-0005&SUB 2020-0002/TPM 2020-149 Page 11 Development Department based upon the most current schedule at the time of permit issuance. D. Payment of Major Thoroughfare and Bridge Fees to the Tustin Public Works Department are required at the time a building permit is issued. E. Water and sewer connection fees to the Irvine Ranch Water District. F. New construction fee in the amount of ten cents ($0.10) per square foot. G. School facilities fee in the amount as required by Tustin Unified School District. (1) 14.2 Within forty-eight (48) hours of final approval of the project, the applicant shall deliver to the Community Development Department, two (2) CASHIER'S CHECKs payable to the County Clerk in the amount of: fifty-dollars ($50.00) to enable the City to file the appropriate environmental documentation for the project and $2,406.75 to file the Mitigated Negative Declaration if not exempted by the Department of Fish and Wildlife. If within such forty-eight (48) hour period that applicant has not delivered to the Community Development Department the above-noted check, the statute of limitations for any interested party to challenge the environmental determination under the provisions of the California Environmental Quality Act could be significantly lengthened.