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HomeMy WebLinkAboutPC RES 4461 RESOLUTION NO. 4461 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF TUSTIN RECOMMENDING THAT THE CITY COUNCIL ADOPT THE MITIGATED NEGATIVE DECLARATION AND MITIGATION MONITORING AND REPORTING PROGRAM PREPARED FOR A FORTY (40) UNIT RESIDENTIAL CONDOMINIUM DEVELOPMENT ON AN APPROXIMATE 2.07-ACRE SITE LOCATED AT 17802 AND 97842 IRVINE BOULEVARD The Planning Commission of the City of Tustin does hereby resolve as follows: I. The Planning Commission finds and determines as follows: A. That a proper application has been submitted to the City of Tustin (the City) Community Development Department by Intracorp SoCal-1 LLC to construct forty (40) three-story residential units, including two (2) affordable units, on approximately 2.07 acres. The project would also include an enclosed, two- car garage and private open space for each unit, ten (10) guest surface parking spaces, and common open space areas. The project would also require the demolition of two (2) existing two-story office buildings currently located on 17802 and 17842 Irvine Boulevard. B. That the Development Application requests the following approvals: • GPA 20220001 — A request to amend the General Plan Land Use Designation of the subject property from Professional Office (PO) to High Density Residential (HDR). • ZC 2022-0001 —A request to change the Zoning District of the subject property from Retail Commercial District (Cl) with a Parking Overlay (P) to Multi-Family Residential (R3). • DR 2022-0004 for site layout and building design. • Density Bonus request to allow one (1) Concession to allow a reduced building setback along Irvine Blvd. and a Waiver for a reduction in required common open space. • DA 2022-0002 to accept the voluntary provision of community public benefits, by including two (2) affordable housing units for very-low income households and payment of in-lieu fee. • Subdivision Map (SUB 2022-0002) / Tentative Tract Map (TTM No. 19224) — A request to subdivide the properties for condominium purposes to construct a total of forty (40) units including thirty-eight (38) market rate and two (2) affordable units. Resolution No. 4461 C. That City prepared an Initial Study to evaluate the potential environmental impacts associated with the project that concluded, with mitigation measures, potential significant impacts can be reduced to a level of insignificance and a draft Mitigated Negative Declaration (MND)was prepared; D. That a Notice of Intent to Adopt a MND was published and the MND and Initial Study were made available to allow for public review and comments from September 15, 2022, to November 10, 2022, in compliance with Sections 15072 and 15105 of the State CEQA Guidelines; E. That public comments were received and a Final MND with responses to submitted comments was prepared and is attached hereto as Exhibits A through C; F. That whenever a lead agency approves a project requiring the implementation of measures to mitigate or avoid significant effects on the environment, CEQA also requires a lead agency to adopt a Mitigation Monitoring and Report Program (MMRP) to ensure compliance with the mitigation measures during project implementation; G. That the City is the lead agency on the project and the City Council is the decision-making body for the proposed project; H. That a public hearing was duly called, noticed, and held for GPA 2022-0001, ZC 2022-0002, SUB 2022-0002/TTM 19224, DR 2022-0004, Density Bonus request, and DA 20220002 on December 13, 2022, by the Planning Commission; and I. That the Planning Commission has considered the Initial Study/MND, the MMRP, and response to comments received during the public review process, attached hereto as Exhibits A, B and C. ll. That the Planning Commission recommends that the City Council find the Initial Study/MND, attached hereto as Exhibit "A", adequate for GPA 2022-0001, ZC 2022-0001, SUB 2022-00021TTM 19224, DR 20220004, Density Bonus request, and DA 2022-0002 and adopt the MND for development of a new, townhome residential development project that would include forty (40) three- story residential units, including two (2) affordable units, on approximately 2.07 acres. III. That the facts and reasons for said recommendation of adoption of the Initial Study/MND and MMRP are hereby found and declared to be as follows: The Planning Commission, as a result of its consideration and evidence presented at the hearing on this matter, determined that, as required pursuant to CEQA and the State CEQA Guidelines, the MND and MMRP adequately address the expected environmental impacts of the project. On the basis of this review, the Planning Commission finds that there is no evidence from which Resolution No. 4461 it can be fairly argued that the project will have a significant adverse effect on the environment. PASSED AND ADOPTED by the Planning Commission of the City of Tustin at a regular meeting on the 13th day of December, 2022. DAVID J. M�E�0, JR. Chairpers JU /fl-NA L. WILLKOM Planning Commission Secretary Exhibit A: Initial Study/Mitigated Negative Declaration Exhibit B: Mitigation Monitoring and Reporting Program Exhibit C: Responses to MND Comments 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. 4461 was duly passed and adopted at a regular meeting of the Tustin Planning Commission, held on the 13th day of December, 2022. PLANNING COMMISSIONER AYES: Chu, Higuchi, Kozak, Mason, Mello (5) PLANNING COMMISSIONER NOES: PLANNING COMMISSIONER ABSTAINED: PLANNING COMMISSIONER ABSENT: JUST INA L. WILLKOM Planning Commission Secretary EXHIBIT A TuSTTIN CITY OF TUSTIN j t ,r COMMUNITY DEVELOPMENT DEPARTMENT 300 Centennial Way, Tustin, CA 92780 (714) 573-3100 Ll L151 NLr IPL 1: I LI i Lill° FINAL INITIAL STUDY f NEGATIVE DECLARATION 17802 IRVINE BOULEVARD RESIDENTIAL PROJECT December 2022 A. BACKGROUND Project Title: 17802 Irvine Boulevard Residential Project Lead Agency: City of Tustin, 300 Centennial Way, Tustin, California 92780 Contact Person and phone number: Leila Carver, Senior Planner Consultant (714) 573-3126 Icarver@tustinca.org Project Location: 17802 and 17842 Irvine Boulevard Tustin, CA 92780 Project Sponsor's Name and Address: Intracorp Socal-1, LLC 895 Dove Street, Suite 400 Newport Beach, California 92660 General Plan Land Use Designation: Professional Office — PO Zoning Designation: Retail Commercial — C1 with a Parking Overlay— P Project Description: The Project proposes to demolish the two existing office buildings (totaling approximately 44,948 SF) and redevelop the 2.07-acre site with a Multifamily housing development consisting of 18 duplexes and four single-family residences (40 units total). Additionally, the proposed Project would include landscaping, parking, and utilitylstormwater improvements. Surrounding Land Uses and Setting: Land uses to the north of the Project site include Columbus Tustin Park and Columbus Tustin Middle School. Land uses to the south and east include residences. Land uses to the west include office uses. Page l 1 INITIAL STUDY City of Tustin Other public agencies whose approval is required: None. Attachments: Figure 2-1: Regional Location Figure 2-2: Local Vicinity Figure 2-3: Aerial View Figure 2-4a: Site Photos Figure 2-4b: Site Photos Figure 3-1: Conceptual Site Plan Figure 3-2a: Elevations Figure 3-2b: Elevations Figure 3-2c: Elevations Figure 3-2d: Elevations Figure 3-2e: Elevations Figure 3-2f: Elevations Figure 3-3: Conceptual Lighting Plan Figure 3-4: Conceptual Landscape Plan Appendices: Appendix A: Air Quality, Greenhouse Gas, Energy Impact Analysis Appendix B: Cultural Resources Study Appendix C: Historic Assessment Memorandum Appendix D: Geotechnical and Infiltration Evaluation Appendix E: Paleontological Resources Study Appendix F: Phase I Environmental Site Assessment Appendix G: Preliminary Water Quality Management Plan Appendix H: Preliminary Hydrology Study Appendix I: Noise Study Appendix J: Vehicle Miles Traveled (VMT) Analysis Appendix K: Mitigation Monitoring and Reporting Program Page 12 INITIAL STUDY City of Tustin Chapter 1 . Public Review MND 1 . INTRODUCTION PURPOSE OF THE INITIAL STUDY This Initial Study has been prepared in accordance with the following: • California Environmental Quality Act (CEQA) of 1970 (Public Resources Code Sections 21000 et seq.); and • California Code of Regulations, Title 14, Division 6, Chapter 3 (State CEQA Guidelines, Sections 15000 et seq.) as amended and approved on December 28, 2018. Pursuant to CEQA, this Initial Study has been prepared to analyze the potential for significant impacts on the environment resulting from implementation of the 17802 Irvine Boulevard Residential Project, as described in greater detail in Section 3.0 below. As required by State CEQA Guidelines ("Guidelines") Section 15063, this Initial Study is a preliminary analysis prepared by the Lead Agency, the City of Tustin to determine if a Negative Declaration or an Environmental Impact Report is required for the Project. This Initial Study informs City of Tustin decision-makers, affected agencies, and the public of potentially significant environmental impacts associated with the implementation of the project. A "significant effect" or "significant impact" on the environment means "a substantial, or potentially substantial, adverse change in any of the physical conditions within the area affected by the project" (Guidelines Section 15382). Given the Project's broad scope and level of detail, combined with previous analyses and current information about the site and environs, the City's intent is to adhere to the following CEQA principles: • Provide meaningful early evaluation of site planning constraints, service and infrastructure requirements, and other local and regional environmental considerations. (Public Resources Code Section 21003.1) • Encourage the incorporation of environmental considerations into project conceptualization, design, and planning at the earliest feasible time. (Guidelines Section 15004[b][3]) • Specify mitigation measures for reasonably foreseeable significant environmental effects and commit the City and applicant to future measures containing performance standards to ensure their adequacy when detailed development plans and applications are submitted. (Guidelines Section 15126.4) Page 13 - INITIAL STUDY City of Tustin DOCUMENT ORGANIZATION This Initial Study includes the following sections: Section 1. Introduction Provides information about CEQA and its requirements for environmental review and explains that an Initial Study was prepared by the State of California to evaluate the proposed project's potential impact to the physical environment, and to determine if a Negative Declaration or an Environmental Impact Report (EIR) is required. Section 2. Environmental Setting Provides information about the proposed Project's location. Section 3. Project Description Includes a description of the proposed Project's physical features and characteristics. Section 4. Environmental Checklist Includes the Environmental Checklist from the CEQA Guidelines and an explanation of the various impact determinations. Section 5. Environmental Analysis This section contains the completed Initial Study Checklist and assesses the significance level under each environmental impact threshold. Each environmental issue identified in the Initial Study Checklist contains an assessment and discussion of Project-specific and cumulative impacts associated with each subject area. Where the evaluation identifies potentially significant effects, as identified in the Checklist, mitigation measures are provided to reduce such impacts to less than significant levels. Page 14 INITIAL STUDY City of Tustin 2. ENVIRONMENTAL SETTING PROJECT LOCATION The Project site is located in the western portion of the City of Tustin within Orange County. The City of Tustin is directly east of the City of Santa Ana and directly south of the unincorporated community of North Tustin and the City of Orange. Further, Tustin is approximately 8 miles southeast of Anaheim, 30 miles southwest of the City of Los Angeles, and 30 miles southeast of the City of Riverside. The regional location of the Project site is shown in Figure 2-1, Regional Location. The Project site is located on the southeast corner of Irvine Boulevard and Prospect Avenue at 17802 and 17842 Irvine Boulevard, Tustin, 92780. The 2.07-acre Project site consists of two parcels identified by Assessor's Parcel Numbers (APN) 401-141-13 and 401-141-57. The Project site is bound by Irvine Boulevard to the north, Prospect Park to the south, and Prospect Avenue to the west. Regional access to the Project site is provided via Interstate 5 (1-5) and State Route 55 (SR-55) (known locally as Costa Mesa Freeway). Local access to the Project site is provided via Irvine Boulevard and Prospect Avenue. The Project site and the surrounding area is shown in Figure 2-2, Local Vicinity. EXISTING LAND USES The Project site is currently developed with two commercial office buildings that are two- stories in height, a parking lot, and landscaping. A concrete masonry unit (CMU) block wall exists along the southern and eastern property lines. The site is rectangular in shape and relatively flat with elevations ranging from 132 to 135 feet above mean sea level. Access to the site is provided via three driveways, including two driveways on Irvine Boulevard, one shared and one private, and a shared driveway on Prospect Avenue. Existing conditions of the Project site and adjacent uses are shown in Figures 2-3, Aerial View and Figures 2-4a-b, Site Photos. EXISTING LAND USE AND ZONING The Project site has an existing Tustin General Plan land use designation of Professional Office (PO) and a zoning designation of Retail Commercial (Cl) with a Parking Overlay (P). The PO land use designation provides areas for development of primarily professional offices and other supporting uses. The C1 zoning district allows for uses such as general retail businesses, service businesses and office uses, including professional and general. SURROUNDING LAND USES The Project site is located within a developed area within the City of Tustin as described below: North: Area north of the Project site is designated and zoned as Public/Institutional (PI). Land uses to the north of the Project site include Columbus Tustin Park and Columbus Tustin Middle School. West: The parcel directly west of the Project site is designated as Professional Office (PO) and zoned as Retail Commercial (C1) with a Parking Overlay (P) and includes a medical office. Further west, land uses include office buildings and single-family Page 15 INITIAL STUDY City of Tustin residences zoned, respectively, as Professional (PR) and Single Family Residential (R- 1) zoning. South: Land uses south of the Project site are designated as High Density Residential (HDR) followed by Planning Community Commercial/Business (PCCB) and Downtown Commercial Core Specific Plan (DCCSP). Uses to the south are zoned Planned Community Residential (PC RES). Area to the south of the Project site is developed with Prospect Park, a high-density residential community. East: Land uses east of the Project site are designated as High Density Residential (HDR) and Planned Community Commercial/Business (PCCB). Uses to the east are zoned Planned Community Residential (PC RES). Area to the east of the Project site is developed with Palmwood Gardens, a condominium community. Table 2-1. Surrounding Land Use Designations Direction Land Use Zoning North Public/Institutional (PI) Public and Institutional (PI) West Professional Office (PO) Retail Commercial (C-1) with a Parking Overlay, Professional (PR) Low Density Residential (LDR) Single Family Residential (R-1) South High Density Residential (HDR), Planned Community Residential Planning Community (PC RES) Commercial/Business (PCCB) and Downtown Commercial Core Specific Plan (DCCSP) East High Density Residential (HDR) Planned Community Residential and Planned Community (PC RES) Commercial/Business (PCCB) Page 16 Regional Location v G�i.rnsj= Orange ' a..F Cr w u r i 1 .;nvp#'at JW - v a L North Tustin k- b N� - P g 5 14, bf. Santa Ana Project Site Tustin 261 55 Irvine 0 0.5 1 2 Miles N I t t i I i i i I A 17802 Irvine Boulevard Figure 2-1 City of Tustin INITIAL STUDY City of Tustin This page intentionally left blank. Page 18 Local Vicinity k['+kwuoll aart _ c N—Palk .. N-- ., .. '. Nenvaw 0ar4 -- a� ro,we r „r,N Mart3ka anne orYr< �,, 3 N cnarnam D— o ; k e F - � SneodMa9�nc � II She,brook D+� n L ero Way - LNaera way Amaganset Way nagankcl v I I aMa4ansa,waY _ He�xlaWry Z p Beneta Way 'a Columbus a r kle�ryLane D Tustin Middle a eenw7 Helen Estock m School ' 5 q Plara k Elementary - uale�w�.r N Columbus Tustin Pork L,au.:war ;.-:nr Evils artl f en,.l� :•..Y —:.,-, Bw:=.ra:_. U.,ne9al.vxtl INne gays.- _ - Irvine Blvd ora grnoe Prospect Park _ 7 r' - - 3 orn,pes,w+, Le[k,kuW Paek Pare � ... P rJ • . - �E � 8 iii •-keen I.S 9rceY - _.... - -. � �'''' I st St _ Eas[Y.x Sncn; Pepper ;• Tree I Park , ae East 2nd 4,r., ` doroven Q sn ee _ `" we.x znn sloe«T East 2ntl s.uea � - 3 • Sgl,nre � �� ny„ ;• a .P Mainp St "Fa•[ka�:Yreer fa,r Minn s„erY E•r RYa:y a P p`e ® N Project Site n 17802 Irvine Boulevard Figure 2-2 City of Tustin INITIAL STUDY City of Tustin This page intentionally left blank. Page 110 Aerial View -y... _ ,1 y .'vin a pstr'' — s ..I r WE tt ! AVtP—�4 F`yf ry _ d . 9 it _���"I •� ... F � a�I .,ILS, ',;�_ ,� .�, r y} I a N Project Site 11 17$02 Irvine Boulevard Figure 2-3 City of Tustin INITIAL STUDY City of Tustin This page intentionally left blank. Page 112 Site �. �, .•� / '�. = � � fes,:; „ a Northwest • site fromIrvine f , 1 - r w w Southwest boundvithe ew fromnortheast corner • IrvineBlvd. 17802IrvineBoulevard Figure 2-4a INITIAL STUDY City of Tustin This page intentionally left blank. Page 114 Site Photos View Jai `Y 4 from • -st corner of - in parking lot. View from southeast � -miff J corner .. northwest. 17802Boulevard INITIAL STUDY City of Tustin This page intentionally left blank. Page 116 INITIAL STUDY City of Tustin 3. PROJECT DESCRIPTION PROJECT OVERVIEW The Project proposes to demolish the two existing office buildings (totaling approximately 44,948 square feet [SFj) and redevelop the 2.07-acre site with 40 residential units. The 40-unit development would include eighteen (18) duplexes (36 units) and four (4) single- family residences, with thirty-eight (38) market rate and two (2) affordable residential units. Additionally, the proposed Project would include landscaping, parking, and utility/stormwater improvements. Approvals required for the Project include a General Plan Amendment and zone change to develop the proposed residential multi-family community with private drive aisles, parking, and landscaping. Figure 3-1, Conceptual Site Plan illustrates the Project as proposed. PROJECT DESCRIPTION Development Summary The proposed Project would construct 40 units on the 2.07-acre site, which would result in a density of 19.3 units per acre. The 40-unit development would include eighteen (18) duplexes(36 units total)and four(4)single-family residences, with thirty-eight(38) market rate and two (2) affordable residential units. With the inclusion of two very low-income units, the Project qualifies for a density bonus, which would allow for a reduction in front yard setbacks from the City's typical development standards for multifamily housing. The units would be comprised of four different floorplans that would be grouped into four building types. Table 3-1 provides a summary of the proposed apartments. Table 3-1: Dwelling Unit Summary Unit Type Bedrooms Bathrooms Unit Square Footage 1A 3 3 11984 1 B 3 3 1,984 2A 4 3 2,004 213 4 3 21004 The proposed buildings would be a maximum height of 34 feet and 11 inches, measured from finished grade to the top of the highest roof ridges. Conceptual elevations of the proposed residential structures are provided in Figures 3-2a-f, Elevations. Recreation and Open Space The Project would provide approximately 17,081 SF (average of 427 SF per unit) of private open space and approximately 10,531 SF (274 SF per unit) of common recreational space. Recreational amenities would include a Pocket Park and paseo Page 117 INITIAL STUDY City of Tustin (8,010 SF) with a dining area, BBQ grills, a fireplace, seating, and trash receptacles, and pedestrian walkway. Fences and Walls The Project includes construction of a new 6-foot-high concrete masonry unit(CMU) block wall and 1-foot to 5-foot retaining wall along the southern property line between the existing residential development and the proposed Project. The east side of the Project site would include a 6-foot-high CMU block wall and 1-foot to 4-foot retaining wall, Lighting Proposed outdoor lighting would be typical of residential uses and would consist of wall- mounted lighting, pole-mounted lights along the driveway, path lights/bollards, and landscape lighting. All of the Project's outdoor lighting would be shielded to minimize off- site spill and would be in compliance with Tustin Municipal Code Section 9271. Conceptual lighting is provided in Figure 3-3, Site Lighting. Access and Circulation The Project would include one 27-foot-wide driveway on Irvine Boulevard. The driveway would connect to a 24-foot-wide drive isle that loops around the interior of the Project site. Onsite drive isles would provide direct access to garages and on-site parking. Pedestrian sidewalks and pathways would be installed to circulate the site and connect to the proposed Pocket Park located within the center of the site. Parking The Project would include two covered parking stalls per unit (80 total) and 10 uncovered parking spaces. Table 3-2 provides a breakdown of required and proposed parking for the site. Table 3-2: Parking Summary Required (Tustin Municipal Code Provided Section 9263) Multi-family housing 80 covered + 10 unassigned guest 90 total (80 garage spaces (90 total) (2 covered spaces spaces and 10 Head- for each dwelling unit, plus 1 in spaces) unassigned guest space for every 4 units) Total 90 90 Landscaping The Project would install new drought tolerant low water use ornamental landscaping throughout the site, which would include 24-inch, 36-inch, and 48-inch box trees, such as Olea Swan Hill (Swan Hill Olive), Arbutus Marina (Strawberry tree), Eriobotrya deflexa (Bronze loquat), Laurus nobilis (Bay tree), Lagestroemia indica (Crape Myrtle), Cercis Page 118 INITIAL STUDY City of Tustin canadensis (Eastern red bud), and Tristania conferta (Brisbaine box). In addition, a variety of ornamental shrubs, vines, and groundcovers would be installed. Figure 3-4, Conceptual Landscape Plan shows that trees would be installed adjacent to the proposed walls along the western and eastern site boundary and along a landscape setback along Irvine Boulevard. The landscaping irrigation would be installed pursuant to CalGreen water regulations (AB 1881). Infrastructure Improvements The proposed development would construct an onsite driveway and storm drain improvements that would connect to the existing utility infrastructure in the Irvine Boulevard right-of-way. Additionally, the Project proposes an easement for emergency ingress and egress and public service vehicles and an easement for public utility access. The easements are proposed throughout the 24-foot internal drive isle. Electric: Existing overhead power poles and lines are located along the southern border of the Project site. Existing infrastructure would be protected in place during Project construction and remain following completion of the Project. Water: The Project would install 8-inch water lines to connect to the existing 8-inch water line in Irvine Boulevard. Sewer: The Project would install an onsite sewer system that would connect to the existing 8-inch sewer line adjacent to the southern property line. Stormwater Drainage: The proposed drainage patterns of the Project site would follow similar drainage patterns as the existing site. Surface flows would split between two drainage areas, collecting in into onsite curb and gutters and proposed catch basins in the northwest and southwest corners. All flows would be conveyed to an infiltration detention pipe on the west side of the Project site beneath proposed internal drive aisle where stormwater would be stored until it can percolate into the ground. To relieve overflow resulting from severe storm events, two emergency overflow locations are proposed. One is a culvert on Irvine Boulevard to the north and the other is a grate inlet of the existing parking lot gutter in 17772 Irvine Boulevard. Solar Panels: Consistent with the 2019 CA Building Energy Efficiency Standards (Title 24 Part 6), the Project would include photovoltaic (PV) solar panels on the rooftops of each residence. CONSTRUCTION Construction activities for the Project would occur over approximately 11 months and in the following stages: (1) demolition of existing buildings; (2) site preparation; (3) grading and excavation; (4) building construction (which would include a six phase construction approach beginning construction of several residences in the northwest subarea and then constructing each of the five other subareas in a counter clockwise direction); (5) paving; and (6) architectural coatings. Table 1 details total working days for each phase of construction for analytical purposes. Construction activities would be limited to the hours between 7:00 a.m. and 6:00 p.m. Monday through Friday, 9:00 a,m. and 5:00 p.m. on Page 119 INITIAL STUDY City of Tustin Saturdays, and prohibited on Sundays and holidays pursuant to the City's Municipal Code Chapter 4616. Construction activities would include overexcavation of soils to a depth of approximately five feet below existing or lowest cut grade. Soils would be reused throughout the site. Project construction would require a maximum import of approximately 3,748 cubic yards of soil. Table 3-3. Construction Schedule Activity Duration (Total Days) Demolition 20 Stie Preparation 7 Grading 14 Building Construction 220 Paving 10 Architectural Coating 10 Total 281 GENERAL PLAN AND ZONING The Project would require a General Plan Amendment to change the existing land use designation from PO to High Density Residential (HDR). The HDR designation is intended for development of a wide range of living accommodations, including single family units and multiple family dwellings such as, apartments, condominiums, townhomes, cooperatives, and community apartments. The HDR designation is envisioned to accommodate 15-25 dwelling units per net acre with an average of 2.15 persons per dwelling unit. The Project would require a zone change from Retail Commercial (Cl) with a Parking (P) overlay to Multiple Family Residential (R-3). The proposed R-3 zoning would allow for multiple family dwellings with a minimum lot area of 1 ,750 SF per dwelling unit and a maximum lot development of 65 percent. DISCRETIONARY ACTION REQUESTED The City of Tustin is expected to use the information contained in this Initial Study for consideration of approvals related to and involved in the implementation of this Project. These include, but may not be limited to, the permits and approvals described below. As part of the proposed project, the following discretionary actions are required: • Adoption of this Initial Study/Mitigated Negative Declaration • General Plan Amendment (GPA) Page 120 INITIAL. STUDY City of Tustin • Zone Change • Subdivision/Tentative Tract Map (TTM) Approval • Design Review • Development Agreement • Density Bonus Request Page 121 _. 00 g C rn - A m roN�ava a C < 1+ 1+ 8o31p5� a (D 'r.,0 .. ., .. 17 � � m Q n o.r ,:N�I� ' I I�S 1�1 ! •.,� I�I � I r, n w p ---- -- — �.a i2 a LOJ ^^t{ IIS III } r y! Asa x x b I- g II 4 I �Qo i I iae IV I�I +,( sRa a 1 i. 9� �•I u I IIS — ® w w Z� IIS � •i� II .. 0 � � •III t o `✓'N 0 IT _ m • - II II Ji � c —� � I. 1 ' 7D � - i era u 168 •91 nT rT Lam ) - A[2 `� n IM t r I• , I } r P 7 I I I I� I•I'I ,I a _. TTMS 1V _T w INITIAL STUDY City of Tustin This page intentionally left blank. 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Page 139 INITIAL STUDY City of Tustin 4, ENVIRONMENTAL CHECKLIST BACKGROUND Project Title: 17802 Irvine Boulevard Residential Project Lead Agency: City of Tustin 300 Centennial Way Tustin, CA 92780 Lead Agency Contact: Leila Carver, Senior Planner Consultant Email: (carver@tustinca.org Phone: (714) 573-3126 Project Location: 17802 and 17842 Irvine Boulevard, Tustin, California Project Sponsor Contact: Intracorp Socal-1 , LLC; Emilie Simard (949) 724-5923 General Plan and Zoning Designation: Land use — Professional Office (PO) and zoning — Retail Commercial (C1) with a Parking Overlay (P). The Project proposes to change existing land use designation from PO to High Density Residential (HDR) and the existing zoning from C11P to Multiple Family Residential (R-3). Project Description: The Project proposes to demolish the two existing office buildings (totaling approximately 44,948 SF) and redevelop the 2.07-acre site with a Multifamily housing development consisting of 18 duplexes and four single-family residences (40 units total). Additionally, the proposed Project would include landscaping, parking, and utility/stormwater improvements. Surrounding Land Uses and Setting: Land uses to the north of the Project site include Columbus Tustin Park and Columbus Tustin Middle School. Land uses to the south and east include residences. Land uses to the west include office uses. Other Public Agencies Whose Approval is Required: None. Page 140 INITIAL STUDY City of Tustin ENVIRONMENTAL FACTORS POTENTIALLY AFFECTED The subject areas checked below were determined have a less than significant effect with mitigation incorporated, as indicated by the checklist and discussion on the following pages. ❑ Aesthetics ❑ Agriculture & Forest ❑ Air Quality Resources ® Biological Resources ® , Cultural Resources ❑ Energy ® Geology /Soils ❑ Greenhouse Gas ❑ Hazards & Hazardous Emissions Materials ❑ Hydrology 1 Water ❑ Land Use 1 Planning ❑ Mineral Resources Quality ❑ Noise ❑ Population 1 Housing ❑ Public Services ❑ Recreation ❑ Transportation ® Tribal Cultural Resources ❑ Utilities 1 Service ❑ Wildfire ❑ Mandatory Findings Systems of Significances DETERMINATION On the basis of this initial evaluation ❑ 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.. Page J 41 INITIAL STUDY City of Tustin ❑ I find that the proposed project MAY have a "potentially significant" or"potentially significant unless mitigated" impact on the environment, but at least one effect 1) has been adequately analyzed in an earlier analysis 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 EIR or NEGATIVE DECLARATION, including revisions or mitigation measures that are imposed upon the proposed project, nothing further is required. Signature Date Name and Title Lead Agency Page 142 INITIAL STUDY City of Tustin EVALUATION OF ENVIRONMENTAL. IMPACTS A brief explanation is required for all answers except "No Impact" answers that are adequately supported by the information sources a lead agency cites in the parentheses following each question. A "No Impact" answer is adequately supported if the referenced information sources show that the impact simply does not apply to projects like the one involved (e.g., the project falls outside a fault rupture zone). A"No Impact" answer should be explained where it is based on project-specific factors as well as general standards (e.g., the project will not expose sensitive receptors to pollutants, based on a project-specific screening analysis). All answers must take account of the whole action involved, including offsite as well as on-site, cumulative as well as project-level, indirect as well as direct, and construction as well as operational impacts. Once the lead agency has determined that a particular physical impact may occur, then the checklist answers must indicate whether the impact is potentially significant, less than significant with mitigation, or less than significant. "Potentially Significant Impact" is appropriate if there is substantial evidence that an effect may be significant. If there are one or more "Potentially Significant Impact" entries when the determination is made, an EIR is required. "Negative Declaration: Potentially Significant Unless Mitigation Incorporated" applies where the incorporation of mitigation measures has reduced an effect from "Potentially Significant Impact" to a "Less Significant Impact."The lead agency must describe the mitigation measures, and briefly explain how they reduce the effect to a less than significant level. Lead agencies are encouraged to incorporate into the checklist references to information sources for potential impacts (e.g., general plans, zoning ordinances). Reference to a previously prepared or outside document should, where appropriate, include a reference to the page or pages where the statement is substantiated. Supporting Information Sources: A source list should be attached, and other sources used, or individuals contacted should be cited in the discussion. This is only a suggested form, and lead agencies are free to use different formats; however, lead agencies should normally address the questions from this checklist that are relevant to a project's environmental effects in whatever format is selected. The analysis of each issue should identify: (a) the significance criteria or threshold used to evaluate each question; and (b) the mitigation measure identified, if any, to reduce the impact to less than significance. Page 143 INITIAL STUDY City of Tustin 5. ENVIRONMENTAL ANALYSIS This section provides evidence to substantiate the conclusions in the environmental checklist. 5.1 .AESTHETICS Would the Project: Potential Less Than Less No ly Significant Than Impact Significa with Significa nt Mitigation nt Impact Incorporate Impact d a) Have a substantial adverse effect on a ❑ ❑ ❑ N scenic vista? b) Substantially damage scenic resources, ❑ ❑ ❑ including, but not limited to, trees, rock outcroppings, and historic buildings within a state scenic highway? c) In nonurbanized 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? d) Create a new source of substantial light ❑ ❑ ® ❑ or glare which would adversely affect day or nighttime views in the area? a. Have a substantial adverse effect on a scenic vista? No Impact. Scenic vistas consist of expansive, panoramic views of important, unique, or highly valued visual features that are seen from public viewing areas. This definition combines visual quality with information about view exposure to describe the level of interest or concern that viewers may have for the quality of a particular view or visual setting. A scenic vista can be impacted in two ways: a development project can have visual impacts by either directly diminishing the scenic quality of the vista or by blocking the view corridors or "vista" of the scenic resource. Important factors in determining whether a proposed project would block scenic vistas include the project's proposed height, mass, and location relative to surrounding land uses and travel corridors. Figure COSR-4 of the General Plan Conservation/Open Space/Recreation Element conceptually identifies public scenic resources in Tustin. Scenic resources in the city Page 144 INITIAL STUDY City of Tustin include public views along ridgelines, views toward inland mountains, and views along scenic transportation corridors. The Project site is in an urbanized area and surrounded by one- and two-story development (residential and commercial land uses), roadways, lined with ornamental landscaping and power lines. The topography of the site and surrounding area is flat, and there are no scenic vistas or unique topographic features that are visible from Irvine Boulevard or from views across the Project site. Thus, redevelopment of the Project site with two-story residences would not obstruct, interrupt, or diminish a scenic vista; and impacts would not occur. b. Substantially damage scenic resources, including, but not limited to, trees, rock outcroppings, and historic buildings within a state scenic highway? No Impact. There are no officially designated State scenic highways within the city. The closest Eligible State Scenic Highway according to the California Department of Transportation (Caltrans) is a portion of SR-91, located approximately seven miles north of the city. Tustin is not visible from the highway. Therefore, the Project would result in no impacts on a scenic resource within a state scenic highway. C. In nonurbanized 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? Less Than Significant Impact. As described previously, the Project site is located within an urbanized area that is directly adjacent to Irvine Boulevard, a park, residential uses, and office uses. The Project site is developed with 2 two-story office buildings, a parking lot, and landscaping. The existing character of the site and surrounding area is neither unique nor of special aesthetic value or quality. The Project would redevelop the site to provide 18 duplexes and 4 single-family residences (40 units total) with landscaping and parking improvements which would be consistent with the residential uses that are adjacent to the site to the east and south. General Plan. As shown on General Plan Figure LU-1, Land Use Plan Policy Map, the Project site currently has a General Plan land use designation of Professional Office (PO). The Project would include a General Plan Amendment to change the land use designation from PO to High Density Residential (HDR). The HDR designation provides for residential uses at a density of between 15 and 25 dwelling units per net acre. The proposed Project would result in a density of 19.3 dwelling units per acre, which would not exceed the allowable density for the proposed land use designation. Zoning. The Project site is currently zoned Retail Commercial (C-1), which has a which has a minimum lot size requirement of 5,000 square feet, no maximum lot coverage requirement, and a maximum building height of 35 feet. Municipal Code Section 9232 describes that the C-1 zone provides for a variety of general retail, service retail and office uses. The Project would include a zone change to Multiple-Family Residential (R-3). The R-3 zone allows a maximum building height of 35, a maximum lot coverage of 65 percent, Page 145 - INITIAL STUDY City of Tustin and requires a 10-foot front setback, 5-foot interior side yard setback, 10-foot corner yard side setback, and 10-foot rear yard setback. As shown in Table 5-1, the proposed Project meets or exceeds the R-3 zoning requirements for lot area, building heights, and setbacks. Table 5-1. Development Standard Consistency Development Feature R-3 Zoning Requirement Proposed Project Consistency Minimum Lot Area 7,000 SF Consistent. The proposed Project site is approximately 90,212 SF (2.07 acres). Minimum Lot Width 70 feet Consistent. The proposed Project site is 190 feet wide. Lot Coverage 65 percent Consistent. The proposed Project would result in 36.7 percent building coverage. Building Height 35 feet Consistent. The proposed residential buildings would be 34 feet and 11 inches in height from the finished grade to the top of the highest architecture which meets the R-3 zone requirement of a 35-foot-high buildin . Front Yard 10 feet from right-of-way Consistent. The Project line includes 6-foot minimum front yard setback, which is less than the R-3 zoning requirement of 10 -foot front yard setbacks from right-of-way line of Irvine Blvd. The Project includes affordable housing units which would qualify the Project for the City's density bonus. A concession of the City's density bonus program is to allow for the flexibility of reduced setbacks, which would be applied along Irvine Blvd. Interior Side Yard 5 feet Consistent. The Project includes 5-foot minimum interior side setbacks, which is consistent with the R-3 zonin Page 1.46 INITIAL STUDY City of Tustin requirement of 5-foot interior side yard setbacks. Corner Side Yard 10 feet Consistent. The Project includes 10-foot minimum corner setbacks, which is consistent with the R-3 zoning requirement of 10-foot corner yard setbacks. Rear Yard 10 feet Consistent. The Project includes 10-foot minimum rear setbacks, which exceeds the R-3 zoning requirement of 10-foot rear yard setbacks. As shown above, the Project would be consistent with the design requirements under the City's R-3 zoning. The proposed high-density residential Project would replace the existing business center and would include the construction of townhomes and single- family residences, landscaping, internal drive aisles, and recreational features. The Project would result in a similar or improved visual character and quality of the Project site. Therefore, the Project would result in a less than significant impact. 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. The Project site is developed with two existing office buildings and contains onsite nighttime security lighting. In addition, the Project site is located within a developed urban area, adjacent to a park, office uses, residential development, and a roadway. Existing sources of light in the vicinity of the Project site includes: streetlights, security lighting, landscape lighting, and lighting from building interiors that pass-through windows. The proposed Project would include the provision of street lighting and nighttime lighting for security purposes around all of the residences. Implementation of the proposed Project would result in a higher intensity development on the Project site than currently exists, which would contribute additional sources to the overall ambient nighttime lighting conditions. The Tustin Building Code (2019) requires submittal of point-by-point photometric calculations with building plans showing compliance with Municipal Code Section 8102. Additionally, all outdoor lighting would be hooded, appropriately angled away from adjacent land uses, and would be in compliance with the Tustin Municipal Code Section 9271 that provides specifications for shielding lighting away from adjacent uses and intensity of lighting. Because the Project site is within an urban area with various sources of existing nighttime lighting, and the Project would be required to comply with the City's lighting regulations that would be verified by the City's Building Division during the permitting process, the lighting increase in light that would be generated by the Project would not adversely affect day or nighttime views in the area. Overall, lighting impacts would be less than significant. Page 147 INITIAL STUDY City of Tustin Reflective light (glare) can be caused by sunlight or artificial light reflecting from finished surfaces such as window glass or other reflective materials. Generally, darker or mirrored glass would have a higher visible light reflectance than clear glass. Buildings constructed of highly reflective materials from which the sun reflects at a low angle can cause adverse glare. The proposed Project would not use highly reflective surfaces, or glass sided buildings. Although the residences would contain windows, the windows would be separated by stucco and architectural elements, which would limit the potential of glare. In addition, as described previously, onsite lighting would be angled down and shielded, which would avoid the potential on onsite lighting to generate glare. Therefore, the Project would not generate substantial sources of glare, and impacts would be less than significant. Existing Plans, Programs, or Policies PPP AES-1: Lighting. Prior to issuance of building permits, the applicant shall submit a photometric lighting plan to the Building Division showing compliance with Municipal Code Section 8102, which requires a minimum of one-foot candle of light on the private drives and parking surfaces and a minimum of one-quarter foot-candle of light on the walking surfaces. The photometric plan must also show no light spillage pursuant to Municipal Code Section 9271(hh). Mitigation Measures None. Sources California State Scenic Highway System Map. Accessed from: https://www.arcgis.com/apps/webappviewer/index.html?id=2e921695c43643bl aaf7000 dfcc19983] City of Tustin, 2018. City of Tustin General Plan Conservation, Open Space, and Recreation Element Accessed: htt s://www.tustinca.or /DocumentCenter/View/713/Cil -of-Tustin-General-Plan-PDF Page 148 INITIAL STUDY City of Tustin F75.12A�GRICIULTIJRE AND FOREST RESOURCES In determining whether impacts to Potentiall Less Than Less No agricultural resources are significant y Significant Than Impact environmental effects, lead agencies may Significan with Significan refer to the California Agricultural Land t Impact Mitigation t Impact Evaluation and Site Assessment Model Incorporat (1997) prepared by the California Dept. of ed Conservation as an optional model to use in assessing impacts on agriculture and farmland. In determining whether impacts to forest resources, including timberland, are significant environmental effects, lead agencies may refer to information compiled by the California Department of Forestry and Fire Protection regarding the state's inventory of forest land, including the Forest and Range Assessment Project and the Forest Legacy Assessment Project; and the forest carbon measurement methodology provided in Forest Protocols adopted by the California Air Resources Board. Would the Project: 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? Page 149 _._ INITIAL STUDY City of Tustin 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? a. Convert Prime Farmland, Unique Farmland, or Farmland of Statewide Importance, as shown on the maps prepared pursuant to the Farmland Mapping and Monitoring Program of the California Resources Agency, to non- agricultural use? No Impact. The California Department of Conservation Important Farmland mapping identifies the Project site and surrounding areas as Urban and Built-Up land (CDC 2020). No areas of Prime Farmland, Unique Farmland, or Farmland of Statewide Importance is located on or adjacent to the Project site. Therefore, impacts related to Prime Farmland, Unique Farmland, or Farmland of Statewide Importance would not occur. b. Conflict with existing zoning for agricultural use, or a Williamson Act contract? No Impact. The Williamson Act (California Land Conservation Act of 1965) restricts the use of agricultural and open space lands to farming and ranching by enabling local governments to contract with private landowners for indefinite terms in exchange for reduced property tax assessments. Tustin does not include any land that is currently under an active Williamson Act contract. Therefore, development of the Project would not result in the cancellation of the contract, and impacts related to a Williamson Act contract would not occur. Therefore, the Project would result in no impact. 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))? No Impact. "Forest land" is defined as "land that can support 10 percent native tree cover of any species, including hardwoods, under natural conditions, and that allows for management of one or more forest resources, including timber, aesthetics, fish and wildlife, biodiversity, water quality, recreation, and other public benefits".' "Timberland" is defined as "land, other than land owned by the federal government and land designated by the board as experimental forest land, which is available for, and capable of, growing a crop of trees of a commercial species used to produce lumber and other forest products including Christmas trees".' "Timberland Production Zone" (TPZ) is defined as "an area 1 California Public Resources Code Section 12220(g). 2 California Public Resources Code Section 4526. Page 150 INITIAL STUDY City of Tustin which has been zoned pursuant to Section 51112 or 51113 and is devoted to and used for growing and harvesting timber, or for growing and harvesting timber and compatible uses, as defined in subdivision (h)". 3 The Project site current includes two office buildings and parking lot and within an urbanized developed area. No forest land exists on or adjacent to the Project site. The Project site is currently zoned Retail Commercial (C1) and is not zoned for forest land or timberland uses. Thus, the proposed Project would not result in impacts related to a conflict with existing forest land or timberland zoning, and impacts would not occur. d. Result in the loss of forest land or conversion of forest land to non-forest use? No Impact. As discussed above, the Project does not propose development within an area containing forest land. Therefore, the proposed Project would not result in the loss 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. As described above, the Project site currently includes two office buildings and parking lot and is within an urbanized developed area. No forest land exists on or adjacent to the Project site. Therefore, the implementation of the proposed Project would not involve other changes in the existing environment which would result in the conversion of farmland to a non-agricultural use or the conversion of forest land to a non-forest use. Therefore, no impacts would occur. Existing Plans, Programs, or Policies None. Mitigation Measures None. Sources California Important Farmland Finder. California Department of Conservation. Accessed from: https://maps.conservation.ca,gov/DLRP/CIFF/ 3 California Government Code Section 51104(8). Page 151 INITIAL STUDY City of Tustin 5.3.AIR QUALITY Where available, the significance criteria Potential Less Than Less No established by the applicable air quality ly Significant Than Impact management or air pollution control district Significa with Significa may be relied upon to make the following nt Impact Mitigation nt Impact determinations. Would the Project: Incorporate d a) Conflict with or obstruct implementation ❑ ❑ ® ❑ of the applicable air quality plan? b) Result in a cumulatively considerable net ❑ ❑ X ❑ increase of any criteria pollutant for which the project region is non- attainment under an applicable federal or state ambient air quality standard? c) Expose sensitive receptors to substantial ❑ ❑ ® ❑ pollutant concentrations? d) Result in other emissions (such as those ❑ ❑ ® ❑ leading to odors) adversely affecting a substantial number of people? a. Conflict with or obstruct implementation of the applicable air quality plan? Less than Significant Impact. The Project site is located in the South Coast Air Basin, which is under the jurisdictional boundaries of the South Coast Air Quality Management District (SCAQMD). The SCAQMD and Southern California Association of Governments (SCAG) are responsible for preparing the Air Quality Management Plan (AQMP), which addresses federal and state Clean Air Act (CAA) requirements. The 2016 AQMP details goals, policies, and programs for improving air quality in the Basin. As described in Chapter 12, Section 12.2 and Section 12.3 of the SCAQMD's CEQA Air Quality Handbook (1993), for purposes of analyzing consistency with the AQMP, if a proposed project would result in growth that is substantially greater than what was anticipated, then the proposed project would conflict with the AQMP. On the other hand, if a project's density is within the anticipated growth of a jurisdiction, its emissions would be consistent with the assumptions in the AQMP, and the project would not conflict with SCAQMD's attainment plans. In addition, the SCAQMD considers projects consistent with the AQMP if the project would not result in an increase in the frequency or severity of existing air quality violations or cause a new violation. The site is a previously developed site that is located along an arterial roadway that is adjacent to residential, office, park and school land uses. The proposed Project would remove the existing office buildings and develop 40 residential units on the site. As further Page 52 INITIAL STUDY City of Tustin described in Section 5.14, Population and Housing, the 40 new residences would result in a 0.1 percent increase in residential units within the city. This limited level of growth would not exceed growth projections and would be consistent with the assumptions in the 2016 AQMP. Also, emissions generated by construction and operation of the proposed Project would not exceed thresholds. As described in the analysis below and detailed in Appendix A, the Project would not result in an increase in the frequency or severity of existing air quality violations or cause a new violation. Therefore, impacts related to conflict with the 2016 AQMP from the proposed Project would be less than significant. 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 (including releasing emissions which exceed quantitative thresholds for ozone precursors)? Less than Significant Impact. The South Coast Air Basin (SCAB) is in a non-attainment status for federal ozone standards, federal carbon monoxide standards, and state and federal particulate matter standards. Any development in the SCAB, including the proposed Project, could cumulatively contribute to these pollutant violations. The methodologies from the SCAQMD CEQA Air Quality Handbook are used in evaluating Project impacts. SCAQMD has established daily mass thresholds for regional pollutant emissions, which are shown in Table 5-2. Should construction or operation of the proposed Project exceed these thresholds a significant impact could occur; however, if estimated emissions are less than the thresholds, impacts would be considered less than significant. Table 5-2: SCAQMD Regional Daily Emissions Thresholds Pollutant Construction Operations (lbs/day) (lbs/day) NOx 100 55 Voc 75 55 PM10 150 150 PM2.5 55 55 Sox 150 150 c0 550 550 Lead 3 3 Source: Regional Thresholds presented in this table are based on the SCAQMD Air Quality Significance Thresholds, March 2015 Page 53 INITIAL STUDY City of Tustin Construction Construction activities associated with the proposed Project would generate pollutant emissions from the following construction activities: demolition, site preparation, grading, building construction, paving, architectural coating. The amount of emissions generated on a daily basis would vary, depending on the intensity and types of construction activities occurring. Construction activities would generate emissions from the demolition of the two existing buildings totaling 47,583 SF, onsite pavement, and infrastructure. In addition, the Project would generate a need for construction worker vehicle trips to and from the Project site during the estimated 11 months of construction. It is mandatory for all construction projects to comply with several SCAQMD Rules, including Rule 403 for controlling fugitive dust, PM10, and PM2.5 emissions from construction activities. Rule 403 requirements include, but are not limited to, applying water in sufficient quantities to prevent the generation of visible dust plumes, applying soil binders to uncovered areas, reestablishing ground cover as quickly as possible, utilizing a wheel washing system to remove bulk material from tires and vehicle undercarriages before vehicles exit the proposed Project site, covering all trucks hauling soil with a fabric cover and maintaining a freeboard height of 12-inches, and maintaining effective cover over exposed areas. Compliance with Rule 403 was accounted for in the construction emissions modeling and is included as PPP AQ-2. In addition, implementation of SCAQMD Rule 1113 that governs the VOC content in architectural coating, paint, thinners, and solvents, would be required and is included as PPP AQ-3. As shown in Table 5-3, CaIEEMod results provide that construction emissions generated by the proposed Project would not exceed SCAQMD regional thresholds. Therefore, construction activities would result in a less than significant impact. Table 5-3: Regional Construction Emissions Summary Maximum Daily Regional Emissions Construction (pounds/day) Activity ROG NO, CO SOx PM10 PMz.S 2023 Demolition 1.8 19.5 18.6 0.0 3.2 1.1 Site Prep 1.4 13.9 11.9 0.0 1.0 0.6 Grading 2.1 31.5 23.4 0.1 3.6 2.1 Building 1.6 12.6 14.7 0.0 0.6 0.5 Construction Maximum Daily 2.1 31,5 23.4 0.1 3.6 2.1 Emissions Page 154 _ INITIAL STUDY City of Tustin 2024 Paving 0.8 6.4 8.3 0.0 0.3 0.3 Architectural Coating 50.3 1.2 1.5 0.0 0.0 0.0 Maximum Daily Emissions 50.3 6.4 8.3 0.0 0.3 0.3 Maximum Daily Emission 2023- 50.3 31.5 23.4 0.1 3.6 2.1 2024 SCAQMD Significance 75 100 550 150 150 55 Thresholds Threshold No No No No No No Exceeded? Source:Air Quality,Greenhouse Gas,and Energy Impact Analysis(Appendix A) Note:Modeling assumed a conservative estimate of 16,706 cubic yards of exported fill Operation Development of the 40 residential units would result in long-term regional emissions of criteria air pollutants and ozone precursors associated with area sources, such as natural gas consumption, landscaping, applications of architectural coatings, and consumer products. However, operational vehicular emissions would generate a majority of the emissions generated from the Project. Operational emissions associated with the proposed Project were modeled using CalEEMod and are presented in Table 5-4. As shown, the proposed Project would result in long-term regional emissions of the criteria pollutants that would be below the SCAQMD's applicable thresholds. Therefore, the Project's operational emissions would not exceed the NAAQS and CAAQS, would not result in a cumulatively considerable net increase of any criteria pollutant impacts, and would be less than significant. Table 5-4: Summary of Net Regional Operational Emissions Maximum Daily Regional Emissions Operational (pounds/day) Activity ROG NOx CO SOx PMtp PM2.5 Area 2.1 0.7 2.5 0.0 0.1 0.1 Energy 0.0 0.3 0.1 0.0 0.0 0.0 Page 155 INITIAL STUDY City of Tustin Mobile 1.2 1.1 11.2 0.0 1.0 0.2 Total Project Operational 3.3 2.0 13.8 0.0 1.1 0.3 Emissions Existing Total 3.3 1.9 17.8 0.0 1.4 0.3 Emissions Net Total Operational 0.0 0.2 -4.0 0.0 -0.3 0.0 Emissions SCAQMD Significance 55 55 550 150 150 55 Thresholds Threshold No No No No No No Exceeded? Source:Air Quality,Greenhouse Gas,and Energy Impact Analysis(Appendix A) c. Expose sensitive receptors to substantial pollutant concentrations? Less than Significant Impact. The SCAQMD recommends the evaluation of localized NO2, CO, PM1a, and PM2.5 construction-related impacts to sensitive receptors in the immediate vicinity of the Project site. Such an evaluation is referred to as a localized significance threshold (LST) analysis. The impacts were analyzed pursuant to the SCAQMD's Final Localized Significance Threshold Methodology. According to the LST Methodology, "off-site mobile emissions from the Project should not be included in the emissions compared to the LSTs" (SCAQMD 2008). SCAQMD has developed LSTs that represent the maximum emissions from a Project that are not expected to cause or contribute to an exceedance of the most stringent applicable federal or state ambient air quality standards, and thus would not cause or contribute to localized air quality impacts. LSTs are developed based on the ambient concentrations of NOx, CO, PM1o, and PM2.5 pollutants for each of the 38 source receptor areas(SRAs) in the SCAB. The Project site is located in SRA 17, Central Orange County. Sensitive receptors can include uses such as long-term health care facilities, rehabilitation centers, and retirement homes. Residences, schools, playgrounds, childcare centers, and athletic facilities can also be considered sensitive receptors. The nearest LST sensitive receptors to the Project site are the existing residences that are adjacent to the east, south and west of the site, with the nearest approximately 10 meters (32 feet) northwest of the Project boundary, Columbus Tustin Park is located approximately 108 feet north of the Project boundary, and Columbus Tustin Middle School is approximately 544 feet north of the Project boundary. Page 156 INITIAL STUDY City of Tustin Construction The localized thresholds from the mass rate look-up tables in SCAQMD's Final Localized Significance Threshold Methodology document were developed for use on projects that are less than or equal to 5-acres in size or have a disturbance of less than or equal to 5 acres daily and were used to evaluate LSTs. Localized construction emissions associated with the proposed Project were modeled using CaIEEMod and are presented in Table 5- 5. Distance to the nearest sensitive receptor determines the local emission thresholds. The nearest LST sensitive receptors to the Project site are the existing residences that are adjacent to the east, south and west of the site, with the nearest approximately 10 meters (32.81 feet) northwest of the Project boundary. These receptors(distance from the project property line to the residential structure) are less than the minimum distance provided in the lookup tables (25 meters); therefore, 25 meters (82 feet) was used. The Project would comply with SCAQMD Rules 403 and 1113 (included as PPP AQ-2 and PPP AQ-3),which would require implementation of erosion avoidance and minimization through dust control activities (watering, limiting construction during high-wind events, reducing disturbances, etc.) and use of paints that minimize potential harmful emissions. As shown in Table 5-5, maximum daily construction emissions from the proposed Project would not exceed the applicable SCAQMD LST thresholds. Table 5-5: Localized Significance Summary of Construction Maximum Daily Regional Emissions Construction Activity (pounds/day) NO, CO PM10PMz.s 2022 Demolition 17.0 16.9 3.0 1.0 Site Prep 13.9 11.9 1.0 0.6 Grading 17.8 16.8 2.7 1.7 Building Construction 12.3 12.8 0.5 0.5 Maximum Daily Emissions 17.8 16.9 3.0 1.7 2023 Paving 6.4 8.3 0.3 0.3 Architectural Coating 1.2 1.5 0.0 0.0 Maximum Daily Emissions 6.4 8.3 0.3 0.3 Page 57 - INITIAL STUDY City of Tustin Maximum Daily Emission 2021-2022 17.8 16.9 3.0 1.7 SCAQMD Significance 115 715 6 4 Thresholds Threshold Exceeded? No No No No Source:Air Quality,Greenhouse Gas,and Energy Impact Analysis(Appendix A) Operation According to the SCAQMD LST methodology, LSTs apply to stationary mobile sources. Projects that involve mobile sources that spend long periods queuing and idling at a site, such as transfer facilities or warehousing and distribution buildings, have the potential to exceed the operational localized significance thresholds. The proposed Project would operate 40 residential units, which do not involve vehicles idling or queueing for long periods. Therefore, due to the lack of significant stationary source emissions, impacts related to operational localized significance thresholds would be less than significant (EPD 2022). d. Result in other emissions (such as those leading to odors) adversely affecting a substantial number of people? Less than Significant Impact. The proposed Project would not emit other emissions, such as those generating objectionable odors, that would affect a substantial number of people. The threshold for odor is identified by SCAQMD Rule 402, Nuisance, which states: A person shall not 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. The provisions of this rule shall not apply to odors emanating from agricultural operations necessary for the growing of crops or the raising of fowl or animals. The type of facilities that are considered to result in other emissions, such as objectionable odors, include wastewater treatments plants, compost facilities, landfills, solid waste transfer stations, fiberglass manufacturing facilities, paint/coating operations (e.g., auto body shops), dairy farms, petroleum refineries, asphalt batch plants, chemical manufacturing, and food manufacturing facilities. The proposed Project would implement residential development within the Project area that does not involve the types of uses that would emit objectionable odors affecting a substantial number of people. In addition, odors generated by non-residential land uses are required to be in compliance with SCAQMD Rule 402, which would prevent nuisance odors. Page 158 _ __ INITIAL STUDY City of Tustin During construction, emissions from construction equipment, architectural coatings, and paving activities may generate odors. However, these odors would be temporary, intermittent in nature, and would not affect a substantial number of people. The noxious odors would be confined to the immediate vicinity of the construction equipment. Also, the short-term construction-related odors would cease upon the drying or hardening of the odor-producing materials. Therefore, impacts associated with other emissions, such as odors, would not adversely affect a substantial number of people. Existing Plans, Programs, or Policies PPP AQ-1: Rule 402. Project construction plans and specifications shall state that the Project is required to comply with the provisions of South Coast Air Quality Management District (SCAQMD) Rule 402. The Project shall not 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. PPP AQ-2: Rule 403. The construction plans and specifications shall state that the Project is required to comply with the provisions of South Coast Air Quality Management District (SCAQMD) Rule 403, which includes the following: • All clearing, grading, earth-moving, or excavation activities shall cease when winds exceed 25 mph per SCAQMD guidelines in order to limit fugitive dust emissions. • The contractor shall ensure that all disturbed unpaved roads and disturbed areas within the project are watered,with complete coverage of disturbed areas, at least 3 times daily during dry weather; preferably in the mid-morning, afternoon, and after work is done for the day. • The contractor shall ensure that traffic speeds on unpaved roads and project site areas are reduced to 15 miles per hour or less. PPP AQ-3: Rule 1113. The construction plans and specifications shall state that the Project is required to comply with the provisions of South Coast Air Quality Management District Rule (SCAQMD) Rule 1113. Only "Low-Volatile Organic Compounds" paints (no more than 50 gram/liter of VOC) and/or High Pressure Low Volume (HPLV) applications shall be used. PPP E-2: Idling Regulations. The Project is required to comply with California Air Resources Board (CARB) Rule 2485 (13 CCR, Chapter 10 Section 2485), Airborne Toxic Control Measure to Limit Diesel-Fueled Commercial Motor Vehicle Idling. Mitigation Measures None. Sources Air Quality, Greenhouse Gas, and Energy Impact Analysis, Prepared by EPD Solutions, 2022 (Appendix A) Page 159 ___ INITIAL STUDY City of Tustin South Coast Air Quality Management District Final Localized Significance Threshold Methodology (SCAQMD 2008). Accessed: http://www.agmd.gov/docs/defaultsource/cega/handbook/localized-significance- thresholds/final-Ist-methodology-document.pdf Page 160 INITIAL STUDY City of Tustin 5.4.BIOLOGICAL RESOURCES Would the Project: Potential Less Than Less No ly Significant Than Impact Significa with Significa nt Impact Mitigation nt Impact Incorporate d 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? 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? 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? 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? e) Conflict with any local policies or ❑ ❑ ❑ ordinances protecting biological resources, such as a tree preservation policy or ordinance? Page 61 INITIAL STUDY City of Tustin 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? 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 Project site is developed with two existing office buildings, a paved parking lot, and landscaping. The Project site is surrounded by urban developed areas with structures, paved parking, and ornamental landscaping. There is no evidence of either suitable habitat for or the presence of any endangered, rare, threatened, or special status plant species (or associated habitats) or wildlife species designated by the U.S. Fish and Wildlife Service (USFWS), California Department of Fish and Wildlife (CDFW), or California Native Plant Society (CNPS). The Project would redevelop the site and provide new landscaping that would include a variety of ornamental trees, shrubs, and groundcover. As no sensitive species or habitat exist onsite, implementation of the Project would not result in an adverse effect, either directly or through habitat modifications, on any sensitive species, and impacts would not occur. 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. Riparian habitats occur along the banks of rivers, streams, or wetland areas. Sensitive natural communities are natural communities that are considered rare in the region by regulatory agencies or are known to provide habitat for sensitive animal or plant species. As described in the previous response, the Project site is within an urban area, fully developed, and does not contain any natural habitats, including riparian habitat or sensitive natural community. Additionally, the Project site is bound by developed areas that include buildings, pavement, roadways, and small areas of ornamental landscaping that do not contain sensitive natural habitat areas. Thus, no impacts related to riparian habitat or other sensitive natural communities identified in local or regional plans would result from Project implementation. 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. Wetlands are defined under the federal Clean Water Act as land that is flooded or saturated by surface water or groundwater at a frequency and duration sufficient to support, and that normally does support, a prevalence of vegetation adapted to life in saturated soils. Wetlands include areas such as swamps, marshes, and bogs. Page 162 INITIAL STUDY City of Tustin The Project site and adjacent areas are located within a developed urban area and do not contain natural wetlands. Therefore, the Project would not result in impacts to wetlands. 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? Less than Significant with Mitigation Incorporated. Wildlife corridors are areas where wildlife movement is concentrated due to natural or anthropogenic constraints and corridors provide access to resources such as food, water, and shelter. Animals use these corridors to move between different habitats and provide avenues for wildlife dispersal, migration, and contact between other populations. The Project site does not support conditions for migratory wildlife corridors or linkages. The Project site is completely developed and surrounded by a roadway and developed land uses. The site and surrounding areas do not provide function for wildlife movement. Additionally, the surrounding area is developed and urban. There are no rivers, creeks, or open drainages near the site that could function as a wildlife corridor. Thus, implementation of the Project would not result in impacts related to wildlife movement or wildlife corridors. However, the Project site contains existing ornamental trees that could be used for nesting by common bird species that are protected by the federal Migratory Bird Treaty Act (MBTA) and the California Fish and Game Code Sections 3503,5, 3511, and 3515 during the avian nesting and breeding season that occurs between February 1 and September 15, The provisions of the MBTA prohibits disturbing or destroying active nests. Therefore, Mitigation Measure BIO-1 has been included to require that if commencement of vegetation clearing occurs between February 1 and September 15, a qualified biologist shall conduct a nesting bird survey no more than 3 days prior to commencement of activities to confirm the absence of nesting birds. With implementation of Mitigation Measure BIO-1, potential impacts to nesting birds would be less than significant. e. Conflict with any local policies or ordinances protecting biological resources, such as a tree preservation policy or ordinance? Less than Significant Impact. The Project site is urban and developed and contains no biological resources to be preserved under the resource protection policies of the City's General Plan. Article 7, Chapter 3 of the Municipal Code addresses the protection of "trees, plants or shrubs in or growing upon or over any public parkway street, highway, alley, right-of-way, City-owned property in the City." The Project will not be impacting any such trees and shrubs. To the extent that the Project is required to plant new trees on public property pursuant to Section 7308 of Article 7, Chapter 3, the Project will be required to comply with the Municipal Code requirements as part of the City permitting process (PPP BI0-1). As a result, impacts would be less than significant. 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 developed and in an urban area. The Project site does not contain any natural lands that are subject to an adopted Habitat Conservation Plan, Page 163 INITIAL STUDY City of Tustin Natural Community Conservation Plan, or other approved local, regional, or state habitat conservation plan. Therefore, the Project would not result in impacts to biological habitat plans. Existing Plans, Programs, or Policies PPP Bio-1: Street Trees. Installation of street trees shall occur in compliance with the City of Tustin Municipal Code Article 7, Chapter 3, Section 7308. Mitigation Measures Mitigation Measure BIO-1: Migratory Bird Treaty Act. Prior to commencement of grading activities, the City Building Division shall verify that, in the event that vegetation and tree removal activities occur within the active breeding season for birds (February 1— September 15), the Project applicant (or their Construction Contractor) shall retain a qualified biologist (meaning a professional biologist that is familiar with local birds and their nesting behaviors) to conduct a nesting bird survey no more than 3 days prior to commencement of construction activities. The nesting survey shall include the Project site and areas immediately adjacent to the site that could potentially be affected by Project-related construction activities, such as noise, human activity, and dust, etc. If active nesting of birds is observed within 100 feet of the designated construction area prior to construction, the qualified biologist shall establish an appropriate buffer around the active nests (e.g., as much as 500 feet for raptors and 300 feet for non-raptors [subject to the recommendations of the qualified biologist]), and the buffer areas shall be avoided until the nests are no longer occupied and the juvenile birds can survive independently from the nests. Sources City of Tustin, Municipal Code, Chapter 3, Trees and Shrubs. Available at: https://IibraEy.municode.com/ca/tustin/codes/code of ordinances?nodeld=ART7PUFA CH3TRSH 7308REPL. U.S. Fish and Wildlife Service Migratory Bird Treaty Act. Available at: httr)s://www.fvvs.gov/law/migratory-bird-treaty-act-1 918. Page 164 INITIAL STUDY City of Tustin 5.5.CULTURAL RESOURCES Would the Project: Potential Less Than Less No ly Significant Than Impact Significa with Significa nt Impact Mitigation nt Impact Incorporate d a) Cause a substantial adverse change in ❑ ❑ ❑ the significance of a historical resource pursuant to §15064.5? b) Cause a substantial adverse change in ❑ ® ❑ ❑ the significance of an archaeological resource pursuant to §15064.5? c) Disturb any human remains, including ❑ ❑ ❑ those interred outside of formal cemeteries? a. Cause a substantial adverse change in the significance of a historical resource pursuant to §15064.5? No Impact. According to the State CEQA Guidelines, a historical resource is defined as something that meets one or more of the following criteria: 1 . Listed in, or determined eligible for listing in, the California Register of Historical Resou rces; 2. Listed in a local register of historical resources as defined in Public Resources Code (PRC) Section 5020.1(k); 3. Identified as significant in a historical resources survey meeting the requirements of PRC Section 5024.1(g); or 4. Determined to be a historical resource by the project's Lead Agency. PRC Section 5024.1 directs evaluation of historical resources to determine their eligibility for listing on the CRHR. The criteria for listing resources on the CRHR were expressly developed to be in accordance with previously established criteria developed for listing on the NRNP, enumerated above, and require similar protection to what NHPA Section 106 mandates for historic properties. According to PRC Section 5024.1(c)(1-4), a resource is considered historically significant if it meets at least one of the following criteria: 1 . Associated with events that have made a significant contribution to the broad patterns of local or regional history or the cultural heritage of California or the United States; 2. Associated with the lives of persons important to local, California or national Page J 65 INITIAL STUDY City of Tustin history; 3. Embodies the distinctive characteristics of a type, period, region or method of construction or represents the work of a master or possesses high artistic values; or 4. Has yielded, or has the potential to yield, information important to the prehistory or history of the local area, California or the nation. As described previously, the Project site is currently developed with two office buildings, a surface parking lot, and landscaping. A cultural records search and review of historical photos conducted as part of the cultural assessment performed for the Project (Appendix B) indicated that the Project site was developed with an agricultural grove as early as 1931, and that the surrounding area was developed with residences as early as 1896. Between 1963 and 1966, the subject property was graded, removing the agricultural grove, and in 1971 the current development was constructed. The office buildings are over 50 years old and therefore meet the minimum age threshold to require an assessment of potential eligibility to the California Register of Historical Resources (CRHR). As such, an evaluation of the structures for historical significance was prepared. Results of the evaluation determined that the structures were not of historical significance and the removal of the structures would not result in an adverse change in the significance of a historical resource pursuant to §15064.5 (Appendix C). Therefore, the Project would result in no impact on a historical resource. b. Cause a substantial adverse change in the significance of an archaeological resource pursuant to §15064.5? Less than Significant with Mitigation. The Cultural Resources Study prepared for the Project included a search of the California Historical Resource Information System (CHRIS) at the South Central Coastal Information Center (SCCIC), located at California State University, Fullerton. The search identified any previously recorded cultural resources and prior cultural resources investigations within a 1-mile radius of the Project site. The records search identified six previously recorded cultural resources within the 1-mile radius and none within the Project site. These resources include one prehistoric metate, pestle, and shell site; one prehistoric stone bowl with two pestles site; the historic (circa 1925) Red Hill Water Company Pumping Plant; the historic(circa 1887)Sherman Stevens House; the historic(circa 1914)Artz Building; and the Tustin Old Town Historic Resources District. The records search results also indicate that 21 cultural resource studies have been conducted within a one-mile radius of the Project, none of which include any portion of the Project boundaries. An archaeologist conducted the cultural resources survey of the Project area on May 25, 2022. The Project site is developed with two office buildings, hardscape, and commercial landscaping; therefore, visibility of the natural ground was completely obscured. The office buildings are over 50 years old, and therefore, are considered of historic age. No other cultural resources were identified within the property as a result of the records search and field survey. Page 166 - INITIAL STUDY City of Tustin The Cultural Resources Study determined that there is a potential for previously unknown archaeological resources to be located within the Project site. Thus, Mitigation Measure CUL-1 has been included to require that in the event that potential archaeological resources are discovered during excavation, grading, or construction activities, work shall cease within 50 feet of the find until a qualified archaeologist from the City or County List of Qualified Archaeologists has evaluated the find to determine whether the find constitutes a "unique archaeological resource," as defined in Section 21083.2(8) of the California Public Resources Code. If determined to be a unique archaeological resource, the resource would then be treated in accordance with Section 21083.2(b). With implementation of Mitigation Measure CUL-1, impacts to archaeological resources would be less than significant. c. Disturb any human remains, including those interred outside of formal cemeteries? No Impact. The Project site has been previously disturbed, as described above, and has not been previously used as a cemetery. Thus, human remains are not anticipated to be uncovered during project construction. In addition, California Health and Safety Code Section 7050.5, CEQA Section 15064.5, and Public Resources Code Section 5097.98 (included as PPP CUL-1) mandate the process to be followed in the event of an accidental discovery of any human remains. Specifically, California Health and Safety Code Section 7050.5 requires that if human remains are discovered, disturbance of the site shall remain halted until the coroner has conducted an investigation into the circumstances, manner, and cause of death, and made recommendations concerning the treatment and disposition of the human remains to the person responsible for the excavation, or to his or her authorized representative, in the manner provided in Section 5097.98 of the Public Resources Code. If the coroner determines that the remains are not subject to his or her authority and if the coroner has reason to believe the human remains to be those of a Native American, he or she shall contact, by telephone within 24 hours, the Native American Heritage Commission. Compliance with existing law would ensure that significant impacts to human remains would not occur. Existinq Plans, Programs, or Policies PPP CUL-1: Human Remains. In the event that human remains are encountered on the Project site, work within 50 ft of the discovery shall cease and the County Coroner shall be notified immediately consistent with the requirements of California Code of Regulations (CCR) Secln 15064.5(e). State Health and Safety Code Section 7050.5 states that no further disturbance shall occur until the County Coroner has made a determination of origin and disposition pursuant to Public Resources Code (PRC) Section 5097.98. Prior to the issuance of grading permits, the City Community and Planning, Building, and Code Enforcement Department Director, or designee, shall verify that all grading plans specify the requirements of CCR Section 15064.5(e), State Health and Safety Code Section 7050.5, and PRC Section 5097.98, as stated above. Mitigation Measure Page 167 _ _ INITIAL STUDY City of Tustin Mitigation Measure CUL-1: Inadvertent Discovery. In the event that potential archaeological resources are discovered during excavation, grading, or construction activities, work shall cease within 50 feet of the find until a qualified archaeologist from the City or County List of Qualified Archaeologists has evaluated the find to determine whether the find constitutes a "unique archaeological resource," as defined in Section 21083.2(g) of the California Public Resources Code. Any resources identified shall be treated in accordance with California Public Resources Code Section 21083.2(g). If the discovered resource(s) appears Native American in origin, a Native American Monitor shall be contacted to evaluate any potential tribal cultural resource(s) and shall have the opportunity to consult on appropriate treatment and curation of these resources. The discovery would also be reported to the City and the South Central Coastal Information Center (SCCIC). Prior to the issuance of any permits for ground-disturbing activities that include the excavation of soils (including as grading, excavation, and trenching), the City of Tustin shall ensure that all Project grading and construction plans and specifications include requirement to halt construction activity and contact an archaeologist as specified above. Sources Cultural Resources Study, prepared by Brian F. Smith and Associates, 2022 (BFSA 2022), (Appendix B). Historic Assessment Memorandum, prepared by Urbana Preservation & Planning, LLC, 2022 (Appendix C). Page 168 --- - INITIAL STUDY City of Tustin 5.6. ENERGY Would the Project: Potential Less Than Less No ly Significant Than Impact Significa with Significa nt Impact Mitigation nt Impact Incorporate d a) Result in potentially significant ❑ ❑ ® ❑ environmental impact due to wasteful, inefficient, or unnecessary consumption of energy resources, during project construction or operation? b) Conflict with or obstruct a state or local ❑ ❑ ❑ plan for renewable energy or energy efficiency? 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. Construction. During construction of the proposed Project, energy would be consumed in three general forms: 1. Petroleum-based fuels used to power off-road construction vehicles and equipment on the Project site, construction worker travel to and from the Project site, as well as delivery truck trips; 2. Electricity associated with providing temporary power for lighting and electric equipment; and 3. Energy used in the production of construction materials, such as asphalt, steel, concrete, pipes, and manufactured or processed materials such as lumber and glass. Based on these uses of energy during construction activities, the proposed Project would not be expected to result in demand for fuel greater on a per-unit of-development basis than other development projects in Southern California. Construction of the Project does not involve any unusual or increased need for energy. In addition, the extent of construction activities that would occur is limited to an 11-month period, and the demand for construction-related electricity and fuels would be limited to that time frame. Construction contractors are required to demonstrate compliance with applicable California Air Resources Board (CARB) regulations governing the accelerated retrofitting, repowering, or replacement of heavy-duty diesel on-and off-road equipment,which would Page 169 INITIAL STUDY City of Tustin be verified as part of the City's construction permitting process, which is included as PPP E-1. In addition, compliance with existing CARB idling restrictions would reduce fuel combustion and energy consumption. The energy modeling shows that Project construction electricity usage over the 11-month construction period is estimated to use 10,262 gallons of diesel fuel, as shown in Table 5-6. Page 170 — INITIAL STUDY City of Tustin Table 5-6: Estimated Construction Equipment Diesel Fuel Consumption Hours Horse- Load Days of Total Fuel Rate Fuel Use Equipment Number per power Factor Construction Horsepower- day hours (gal/hp-hr) (gallons) Tractors/LoadersBack hoes 3 8 84 0.37 20 14,918 0.01915595 286 Rubber Tired Dozers 1 8 367 0.4 20 23,488 0.02061516 484 Concrete/Industrial Saws 1 8 33 0.73 20 3,854 0.04182672 161 Graders 1 8 148 0.41 7 3,398 0.02116786 72 Scrapers 1 8 423 0,48 7 11,370 0.02500758 284 Tractors/Loa dersfBackhoes 1 8 84 0.37 7 11740 0.01915595 33 Graders 1 8 148 0.41 14 6,796 0.02116786 144 Rubber Tired Dozers 1 8 367 0.4 14 16,442 0.02061516 339 Tractors/Loaders/Backhoes 2 8 84 0.37 14 6,962 0.01915595 133 Cranes 1 8 367 0.29 220 187,317 0.01489692 2,790 Forklifts 2 8 82 0.2 220 57,728 0.01044404 603 Generator Sets 1 8 14 0.74 220 18,234 0.04233865 772 Tractors/Loaders/Backhoes 1 8 84 0.37 220 54,701 0.01915595 1,048 Welder 3 8 46 0.45 220 109,296 0.02583478 2,824 Tractors/Loaders/Backhoes 1 8 84 0.37 10 2,486 0.01915595 48 Page 171 INITIAL STUDY City of Tustin Pavers 1 8 81 0.42 10 2,722 0.0215369 59 Paving Equipment 1 8 89 0.36 10 2,563 0.01846541 47 Rollers 2 8 36 0.38 10 2,189 0.01983745 43 Cement and Mortar Mixers 1 8 10 0.56 10 448 0.01976757 9 Air Compressors 1 8 78 0.48 10 2,995 0.02759304 83 Total 10,262 Source:Air Quality,Greenhouse Gas,and Energy Analysis(Appendix A) Page 172 INITIAL STUDY City of Tustin Table 5-7 shows that construction workers would use approximately 1 ,596 gallons of fuel to travel to and from the Project site, and haul trucks and vendor trucks would use approximately 4,545 gallons of diesel fuel. Table 5-7: Estimated Construction Vehicle Trip Related Fuel Consumption Construction Number VMT Fuel Rate Gallons of Gallons of Gasoline Source Diesel Fuel Fuel Haul Trucks 175 3,500 5.93 591 0 Vendor 4 8,976 8.93 1,005 0 Trucks Worker 65 122,026 26.85 0 4,545 Vehicles Total 1,596 4,545 Source:Air Quality, Greenhouse Gas,and Energy Analysis(Appendix A) This is in addition to the construction equipment fuel listed in Table 5-6, which would result in 11,858 gallons of diesel fuel and 4,545 gallons of gasoline fuel that would be used during construction of the proposed Project. Overall, construction activities would comply with all existing regulations, and would therefore not be expected to use fuel in a wasteful, inefficient, and unnecessary manner. Thus, no impacts related to construction energy would occur. Operation. Once operational, the Project would generate demand for electricity, natural gas, as well as gasoline for motor vehicle trips. Operational use of energy includes the heating, cooling, and lighting of the residences, water heating, operation of electrical systems and plug-in appliances, and outdoor lighting, and the transport of electricity, natural gas, and water to the residences, no additional energy infrastructure would be required to be built to operate the Project, and no operational activities would occur that would result in extraordinary energy consumption. The proposed Project would be required to meet the current Title 24 energy efficiency standards, which is included as PPP E-1. The City's administration of the Title 24 requirements includes review of design components and energy conservation measures that occurs during the permitting process, which ensures that all requirements are met. Typical Title 24 measures include insulation; use of energy-efficient heating, ventilation and air conditioning equipment(HVAC); solar-reflective roofing materials; energy-efficient indoor and outdoor lighting systems; reclamation of heat rejection from refrigeration equipment to generate hot water; and incorporation of skylights, etc. In complying with the Title 24 standards, impacts to peak energy usage would be minimized, and impacts on statewide and regional energy needs would be reduced. Thus, operation of the Project would not use large amounts of energy or fuel in a wasteful manner, and no operational energy impacts would occur. As detailed in Table E-8, operation of the proposed Project Page 173 INITIAL STUDY City of Tustin is estimated to result in the annual use of approximately 7,098 gallons of fuel, approximately 644,643 kilowatt-hour (kWh) of electricity, and approximately 120,839 million thousand British thermal units (kBTU) of natural gas less than the existing onsite buildings. Table 5-8: Net Annual Operational Energy Consumption Operational Energy Usage Source Electricity (Kilowatt-Hours) Project 195,990 Existing 840,633 Net -644,643 Natural Gas (Thousands British Thermal Units) Project 1 ,018,434 Existing 1 ,139,273 Net -120,839 Petroleum (gasoline) Consumption Annual VMT Gallons of Gasoline Fuel Project 1 ,116,376 41,585 Existing 1 ,306,902 48,682 Net -190,544 -7,098 Source:Air Quality,Greenhouse Gas,and Energy Analysis(Appendix A) b. Conflict with or obstruct a state or local plan for renewable energy or energy efficiency? No Impact. The proposed Project would be required to meet the CALGreen energy efficiency standards in effect during permitting of the Project, as included as PPP E-1. The City's administration of the requirements includes review of design components and energy conservation measures during the permitting process, which ensures that all requirements are met. In addition, the Project would not conflict with or obstruct opportunities to use renewable energy, such as solar energy. As discussed, the Project Page 174 INITIAL STUDY City of Tustin proposes to use photovoltaic (PV) solar panels on each of the residences to offset their energy demand in accordance with the existing Title 24 requirements (included as PPP E-1). As such, the Project would not conflict with or obstruct a state or local plan for renewable energy or energy efficiency, and impacts would not occur. Existing Plans, Programs, or Policies PPP E-1. CALGreen Compliance: The Project is required to comply with the CALGreen Building Standards Code as included in the City's Municipal Code Section 8100 to ensure efficient use of energy. CALGreen specifications are required to be incorporated into building plans as a condition of building permit approval. PPP E-2: Idling Regulations. The Project is required to comply with California Air Resources Board (CARB) Rule 2485 (13 CCR, Chapter 10 Section 2485), Airborne Toxic Control Measure to Limit Diesel-Fueled Commercial Motor Vehicle Idling. Mitigation Measures None. Sources Air Quality, Greenhouse Gas, and Energy Impact Analysis, Prepared by EPD Solutions, 2022 (Appendix A) Page 175 INITIAL STUDY City of Tustin 5.7.GEOLOGY AND SOILS Would the Project: Potentiall Less Than Less No y Significant Than Impact Significa with Significa nt Impact Mitigation nt Impact Incorporate d 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? ii) Strong seismic ground shaking? ❑ ❑ ® ❑ iii) Seismic-related ground failure, including ❑ ❑ z ❑ liquefaction? iv) Landslides? ❑ ❑ ❑ b) Result in substantial soil erosion or the ❑ ❑ ® ❑ loss of topsoil? c) 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 offsite 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 direct or indirect risks to life or property? Page 176 _. INITIAL STUDY City of Tustin e) Have soils incapable of adequately ❑ ❑ ❑ ❑ supporting the use of septic tanks or alternative wastewater disposal systems where sewers are not available for the disposal of wastewater? f) Directly or indirectly destroy a unique ❑ ® ❑ ❑ paleontological resource or site or unique geologic feature? 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? No Impact. The Project site is not located within a designated Alquist-Priolo Earthquake Fault Zone and no faults were identified on the site (GeoTek 2021). The closest known active fault is associated with the Newport-Inglewood fault zone located approximately 10 miles to the southwest of the Project site. Therefore, the Project would not directly or indirectly cause potential risk of loss, injury, or death involving the rupture of a known earthquake fault. No impact would occur. ii. Strong seismic ground shaking? Less than Significant Impact. The Project site is located within a seismically active region of Southern California. As mentioned previously, the Newport-Inglewood fault zone is located 10 miles from the site (GeoTek 2021). Thus, moderate to strong ground shaking can be expected at the site. The amount of motion expected at the Project site can vary from none to forceful depending upon the distance to the fault and the magnitude of the earthquake. Greater movement can be expected at sites located closer to an earthquake epicenter, that consists of poorly consolidated material such as alluvium, and in response to an earthquake of great magnitude. Structures built in the City are required to be built in compliance with the California Building Code (CBC) (California Code of Regulations, Title 24, Part 2) that provides provisions for earthquake safety based on factors including building occupancy type, the types of soils onsite, and the probable strength of ground motion. Compliance with the CBC would require the incorporation of 1) seismic safety features to minimize the potential for significant effects as a result of earthquakes; 2) proper building footings and foundations; and 3) construction of the building structure so that it would withstand the effects of strong ground shaking. Implementation of CBG standards would be verified by the City during the plan check and permitting process. Because the proposed Project would be constructed in compliance with the CBC, the proposed Project would result in a less than significant impact related to strong seismic ground shaking. iii. Seismic-related ground failure, including liquefaction? Page 177 INITIAL STUDY City of Tustin Less than Significant Impact. Soil liquefaction is a phenomenon in which saturated, cohesionless soils layers, located within approximately 50 feet of the ground surface, lose strength due to cyclic pore water pressure generation from seismic shaking or other large cyclic loading. During the loss of stress, the soil acquires "mobility" sufficient to permit both horizontal and vertical movements. Soil properties and soil conditions such as type, age, texture, color, and consistency, along with historical depths to ground water are used to identify, characterize, and correlate liquefaction susceptible soils. According to the Geotechnical and Infiltration Investigation, the Project site is not susceptible to liquefaction during a seismic event (GeoTek 2021). Furthermore, groundwater was not encountered to the maximum depth of 27 feet drilled during site exploration. As a result, the potential for liquefaction to occur beneath the site is considered very low (GeoTek 2021). In addition, the proposed Project would be required to be constructed in compliance with the CBC and the City's Municipal Code, included as PPP GEO-1, which would be verified through the City's plan check and permitting process. With compliance with existing regulations, impacts related to seismically related ground failure and liquefaction would be less than significant. iv. Landslides? No Impact. Landslides and other slope failures are secondary seismic effects that occur during or soon after earthquakes. Areas that are most susceptible to earthquakes induced landslides are steep slopes underlain by loose, weak soils, and areas on or adjacent to existing landslide deposits. According to the Geotechnical and Infiltration Investigation, the site slopes gently downward to the north towards Irvine Boulevard with less than five feet of elevation differential across the property. Due to the general flat terrain, the potential for seismic induced landslides is considered low (GeoTek 2021). Therefore, the Project would not cause potential substantial adverse effects related to seismically induced landslides. b. Result in substantial soil erosion or the loss of topsoil? Less than Significant Impact. Construction of the Project has the potential to contribute to soil erosion and the loss of topsoil. Grading and excavation activities that would be required for the proposed Project would expose and loosen topsoil, which could be eroded by wind or water. Project construction would be required to comply with the California Regional Water Quality Control Board (RWQCB) Order No. R8-2010-0033, National Pollutant Discharge Elimination System (NPDES) Permit No. CAS618033 — Construction General Permit requirements. Requirements include installation of Best Management Practices (BMPs), which establishes minimum stormwater management requirements and controls. To reduce the potential for soil erosion and the loss of topsoil, a Stormwater Pollution Prevention Plan (SWPPP) is required by the RWQCB regulations to be developed by a QSD (Qualified SWPPP Developer), which would be implemented by PPP WQ-1. The SWPPP is required to address site-specific conditions related to specific grading and construction activities. The SWPPP would identify potential sources of erosion and sedimentation to prevent loss of topsoil during construction, and to identify erosion control Page 178 INITIAL STUDY City of Tustin BMPs to reduce or eliminate the erosion and loss of topsoil, such as use of silt fencing, fiber rolls, or gravel bags; stabilized construction entrances/exits; hydroseeding, and similar measures. In addition to RWQCB requirements, the Project would need to comply with the City of Tustin Grading Manual procedures. With compliance with stormwater management requirements, RWQCB SWPPP requirements, and installation of BMPs, which would be implemented by the City's Project review by the Department of Public Works, construction impacts related to erosion and loss of topsoil would be less than significant. c. 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 offsite landslide, lateral spreading, subsidence, liquefaction or collapse? Less than Significant Impact. Landslides and other forms of mass wasting, including mud flows, debris flows, and soil slips, occur as soil moves downslope under the influence of gravity. Landslides are frequently triggered by intense rainfall or seismic shaking. As described in Response a) iv., the Project site is located in a relatively flat developed urban area that does not contain or adjacent to large slopes, and the Project would not generate large slopes. Therefore, impacts related to landslides would not occur. Lateral spreading is a type of liquefaction-induced ground failure associated with the lateral displacement of surficial blocks of sediment resulting from liquefaction in a subsurface layer. Once liquefaction transforms the subsurface layer into a fluid mass, gravity plus the earthquake inertial forces may cause the mass to move downslope towards a free face (such as a river channel or an embankment). Lateral spreading may cause large horizontal displacements and such movement typically damages pipelines, utilities, bridges, and structures. According to the Geotechnical Investigation, the Project site is not within a liquefaction zone, and high groundwater is not located at the Project site. Therefore, the site has a low potential for lateral spreading. In addition, site soils settlement would be reduced with implementation of the excavation and recompaction of the upper two feet of onsite soils as proposed by the project and compliance with the CBC. Thus, impacts related to lateral spreading would be less than significant. Subsidence is a general lowering of the ground surface over a large area that is generally attributed to lowering of the ground water levels within a groundwater basin. Localized or focal subsidence or settlement of the ground can occur as a result of an earthquake motion in an area where groundwater in basin is lowered. As described previously, groundwater was not encountered to the maximum depth of 27 feet drilled during site exploration (GeoTek 2021). In addition, the Project would not involve groundwater pumping from the Project area. Thus, impacts related to subsidence would not occur from implementation of the Project. Also, as described in Response a) iii., the Project site is not within a potential liquefaction area as groundwater is not located within 27 feet of the ground surface. Construction would include removal and re-compaction of onsite soils in compliance with the CBC which would also reduce any potential of liquefaction, settlement, and subsidence. Therefore, impacts would be less than significant. As described previously, the Project would be required to be constructed in compliance with the CBC and the City's Municipal Code, which would be verified through the City's plan check and permitting process. Thus, Page 179 — INITIAL STUDY City of Tustin potential impacts related to liquefaction, settlement, and subsidence would be less than significant. d. 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 Impacts. Expansive soils contain certain types of clay minerals that shrink or swell as the moisture content changes; the shrinking or swelling can shift, crack, or break structures built on such soils. Arid or semiarid areas with seasonal changes of soil moisture experience, such as southern California, have a higher potential of expansive soils than areas with higher rainfall and more constant soil moisture. The Geotechnical and Infiltration Investigation determined that the site soils are anticipated to have a "low" expansion potential based on soils testing. In addition, as described in the previous responses, the Project would be required to be constructed in compliance with the CBC and the City's Municipal Code, that requires appropriate back fill, compaction of soils, and foundation design to ensure stable soils, which would be verified through the City's plan check and permitting process. Thus, impacts related to expansive soils would be less than significant. e. Have soils incapable of adequately supporting the use of septic tanks or alternative wastewater disposal systems where sewers are not available for the disposal of wastewater? No Impact. No septic tanks or alternative wastewater disposal systems are proposed as part of the Project. The Project would install onsite sewers that would connect to the existing infrastructure that is adjacent to the site. Therefore, no impacts related to the use of such facilities would occur from implementation of the Project. f. Directly or indirectly destroy a unique paleontological resource or site or unique geologic feature? Less than Significant with Mitigation. Paleontological resources, or fossils, are the remains of ancient plants and animals that can provide scientifically significant information about the history of life on Earth. Paleontological "sensitivity" is defined as the potential for a geologic unit to produce scientifically significant fossils. This sensitivity is determined by rock type, past history of the rock unit in producing significant fossils, and fossil localities that are recorded from that unit. Paleontological sensitivity is assigned based on fossil data collected from the entire geologic unit, not just a specific site. The geologic units underlying the Project site are mapped as Holocene and late Pleistocene young alluvial fan deposits mostly consisting of unconsolidated, alluvial silty sands. Holocene alluvium is generally considered to be geologically too young to contain significant paleontological resources and is thus typically assigned a low paleontological sensitivity. However, Pleistocene alluvial and alluvial fan deposits are considered to have a higher paleontological resource sensitivity. The Paleontological Resources Assessment (included as Appendix E) prepared for the Project included a locality and records search performed by the OC Parks Division of Orange County. The records search indicates that no fossil localities were identified within the Project boundaries or near the Project site. The closest-known fossil localities are located within five miles southeast of the Project, consisting of Pleistocene-aged marine Page 180 ___. INITIAL STUDY City of Tustin invertebrate fossils and fish remains. As described previously, the Project site has been disturbed from previous development activities which reduces the potential of existing resources onsite. However, Project grading and construction activities has the potential to encroach into native soils that have not been previously disturbed and could contain paleontological resources. Therefore, Mitigation Measure PAL-1 has been included to provide procedures to be followed in the unlikely event that potential paleontological resources are discovered during grading or excavation activities. Mitigation Measure PAL-1 requires that work shall cease within 50 feet of a find until a qualified paleontologist has evaluated the find in accordance with federal and state regulations. Mitigation Measure PAL-1 would reduce potential impacts to undiscovered paleontological resources to a less than significant level. Existing Plans, Policies, or Programs PPP GEO-1: California Building Code. The project is required to comply with the California Building Code as included in the City's Municipal Code Article 8, Chapter 1, Section 8100 to preclude significant adverse effects associated with seismic hazards. California Building Code related and geologist and/or civil engineer specifications for the project are required to be incorporated into grading plans and specifications as a condition of project approval. Mitigation Measures Mitigation Measure PAL-1: Paleontological Resources. Prior to issuance of a grading permit, the City of Tustin Building Division shall verify that all Project grading and construction plans and specifications state that in the event that potential paleontological resources are discovered during earth disturbance activities, the discovery shall be cordoned off with a 100-foot radius buffer so as to protect the discovery from further potential damage until a qualified paleontologist (i.e., a practicing paleontologist that is recognized in the paleontological community and is proficient in vertebrate paleontology) from the City or County List of Qualified Paleontologists has evaluated the find in accordance with federal and state regulations. Construction personnel shall not collect or move any paleontological materials and associated materials. If the discovery is determined to be significant by the paleontologist, a Paleontological Resources Impact Mitigation Plan (PRIMP) shall be implemented, which will include notification of appropriate personnel involved and monitoring of earth disturbance activities: 1 . Monitoring of mass grading and excavation activities in areas identified as likely to contain paleontological resources shall be performed by a qualified paleontologist or paleontological monitor. Monitoring will be conducted full-time in areas of grading or excavation in undisturbed sedimentary deposits. 2. Paleontological monitors will be equipped to salvage fossils as they are unearthed to avoid construction delays. The monitor must be empowered to temporarily halt or divert equipment to allow removal of abundant or large specimens in a timely manner. Monitoring may be reduced if the potentially fossiliferous units are not present in the subsurface, or, if present, are determined on exposure and examination by qualified paleontological personnel to have low potential to contain Page 181 INITIAL. STUDY City of Tustin fossil resources. The monitor shall notify the project paleontologist, who will then notify the concerned parties of the discovery. 3. Paleontological salvage during trenching and boring activities is typically from the generated spoils and does not delay the trenching or drilling activities. Fossils are collected and placed in cardboard flats or plastic buckets and identified by field number, collector, and date collected. Notes are taken on the map location and stratigraphy of the site, which is photographed before it is vacated, and the fossils are removed to a safe place. On mass grading projects, discovered fossil sites are protected by flagging to prevent them from being overrun by earthmovers (scrapers) before salvage begins. Fossils are collected in a similar manner, with notes and photographs being taken before removing the fossils. Precise location of the site is determined with the use of handheld GPS units. If the site involves remains from a large terrestrial vertebrate, such as large bone(s) or a mammoth tusk, that is/are too large to be easily removed by a single monitor, a fossil recovery crew shall excavate around the find, encase the find within a plaster and burlap jacket, and remove it after the plaster is set. For large fossils, use of the contractor's construction equipment may be solicited to help remove the jacket to a safe location. 4. Isolated fossils are collected by hand, wrapped in paper, and placed in temporary collecting flats or five-gallon buckets. Notes are taken on the map location and stratigraphy of the site, which is photographed before it is vacated, and the fossils are removed to a safe place. 5. Particularly small invertebrate fossils typically represent multiple specimens of a limited number of organisms, and a scientifically suitable sample can be obtained from one to several five-gallon buckets of fossiliferous sediment. If it is possible to dry screen the sediment in the field, a concentrated sample may consist of one or two buckets of material. For vertebrate fossils, the test is usually the observed presence of small pieces of bones within the sediments. If present, as many as 20 to 40 five gallon buckets of sediment can be collected and returned to a separate facility to wet screen the sediment. 6. In accordance with the "Microfossil Salvage" section of the Society of Vertebrate Paleontology guidelines (2010:7), bulk sampling and screening of fine-grained sedimentary deposits (including carbonate-rich paleosols) must be performed if the deposits are identified to possess indications of producing fossil "microvertebrates" to Paleontological Assessment for the 17802 Irvine Boulevard Project test the feasibility of the deposit to yield fossil bones and teeth. 7. In the laboratory, individual fossils are cleaned of extraneous matrix, any breaks are repaired, and the specimen, if needed, is stabilized by soaking in an archivally approved acrylic hardener (e.g., a solution of acetone and Paraloid B-72). 8. Recovered specimens are prepared to a point of identification and permanent preservation (not display), including screen-washing sediments to recover small invertebrates and vertebrates. Preparation of individual vertebrate fossils is often more time-consuming than for accumulations of invertebrate fossils. 9. Identification and curation of specimens into a professional, accredited public museum repository with a commitment to archival conservation and permanent retrievable storage (e.g., the former Cooper Center facility of OC Parks) shall be Page 82 INITIAL STUDY City of Tustin conducted. The paleontological program should include a written repository agreement prior to the initiation of mitigation activities. Prior to curation, the lead agency (e.g., the City of Tustin) will be consulted on the repository/museum to receive the fossil material. 10.A final report of findings and significance will be prepared, including lists of all fossils recovered and necessary maps and graphics to accurately record their original location(s). The report, when submitted to, and accepted by, the appropriate lead agency, will signify satisfactory completion of the project program to mitigate impacts to any potential nonrenewable paleontological resources (i.e., fossils) that might have been lost or otherwise adversely affected without such a program in place. Sources Geotechnical and Infiltration Evaluation, prepared by GeoTek, Inc., 2021. (GeoTek 2021) (Appendix D). Paleontological Resources Assessment, prepared by Brian F. Smith and Associates, Inc., 2022. (BFSA 2022) (Appendix E). Page 183 INITIAL STUDY City of Tustin 5.8.GREENHOUSE GAS EMISSIONS Would the Project: Potentially Less Than Less Than No Impact Significant Significant Significant Impact with Impact Mitigation Incorporated a) Generate greenhouse gas ❑ ❑ ❑ emissions, either directly or indirectly, that may have a significant impact on the environment? b) Conflict with an applicable plan, ❑ ❑ ® ❑ policy or regulation adopted for the purpose of reducing the emissions of greenhouse gases? GHG Thresholds The City of Tustin has not adopted a numerical significance threshold to evaluate greenhouse gas (GHG) impacts. SCAQMD does not have approved thresholds; however, it does have draft thresholds that provides a tiered approach to evaluate GHG impacts, which includes the following: Tier 1 consists of evaluating whether or not the project qualifies for any applicable exemption under CEQA. Tier 2 consists of determining whether the project is consistent with a GHG reduction plan. If a project is consistent with a qualifying local GHG reduction plan, it does not have significant GHG emissions. Tier 3 consists of screening values, which the lead agency can choose, but must be consistent with all projects within its jurisdiction. A project's construction emissions are averaged over 30 years and are added to the project's operational emissions. If a project's emissions are below one of the following screening thresholds, then the project is less than significant: • Residential and Commercial land use: 3,000 metric tons of carbon dioxide equivalent (MTCO2e) per year • Industrial land use: 10,000 MTCO2e per year • Based on land use type: residential: 3,500 MTCO2e per year; commercial: 1 ,400 MTCO2e per year; or mixed use: 3,000 MTCO2e per year The SCAQMD's draft threshold uses the Executive Order S-3-05 year 2050 goal as the basis for the Tier 3 screening level. Achieving the Executive Order's objective would contribute to worldwide efforts to cap CO2 concentrations at 450 parts per million (ppm), thus stabilizing global climate. Therefore, for purposes of examining potential GHG impacts from implementation of the proposed Project, and to provide a conservative analysis of potential impacts, the Tier 3 screening level for all land use projects of 3,000 Page 184 INITIAL STUDY City of Tustin MTCO2e was selected as the significance threshold (EPD 2022). In addition, SCAQMD methodology for project construction emissions are to average them over 30-years and then add them to the project's operational emissions to determine if the project would exceed the screening values listed above (EPD 2022). a. Generate greenhouse gas emissions, either directly or indirectly, that may have a significant impact on the environment? Less than Significant Impact. Construction activities produce GHG emissions from various sources, such as site excavation, grading, utility engines, heavy-duty construction vehicles onsite, equipment hauling materials to and from the site, asphalt paving, and motor vehicles transporting the construction crew. In addition, operation of the proposed residences would result in area and indirect sources of operational GHG emissions that would primarily result from vehicle trips, electricity and natural gas consumption, water transport (the energy used to pump water), and solid waste generation. GHG emissions from electricity consumed by the residences would be generated off-site by fuel combustion at the electricity provider. GHG emissions from water transport are also indirect emissions resulting from the energy required to transport water from its source. The estimated operational GHG emissions that would be generated from implementation of the proposed Project were determined using the California Emissions Estimator Model (CaIEEMod Version 2022.1) as detailed in Appendix A and shown in Table 5-9. Additionally, in accordance with SCAQMD recommendation, the Project's amortized construction related GHG emissions are added to the operational emissions estimate in order to determine the project's total annual GHG emissions. Table 5-9: Net Greenhouse Gas Emissions Annual GHG Emissions Activity (MTCO2e) Project Operational Emissions Mobile 396 Area 10 Energy 86 Water 4 Waste 3 Total Project Gross Operation Emissions 499 Project Construction Emissions 14 Page 185 INITIAL STUDY City of Tustin Total Emissions 513 Existing Emissions 693 Net Emissions -180 Significance Threshold 3,000 Threshold Exceeded? No Source:Air Quality,Greenhouse Gas,and Energy Impact Analysis(Appendix A) As shown on Table 5-9, the Project's net GHG emissions are -180 MTCOze per year, below the existing operation and below the screening threshold of 3,000 MTCOze per year. Therefore, impacts related to greenhouse gas emissions would be less than significant. b. Conflict with an applicable plan, policy or regulation adopted for the purpose of reducing the emissions of greenhouse gases? Less than Significant Impact. The Project would not conflict with an applicable plan, policy or regulation adopted for the purpose of reducing the emissions of greenhouse gases. As described in the previous response, the Project would not exceed thresholds related to GHG emissions. In addition, the Project would comply with regulations imposed by the state and the SCAQMD that reduce GHG emissions, as described below: • Global Warming Solutions Act of 2006 (AB 32) is applicable to the Project because many of the GHG reduction measures outlined in AB 32 (e.g., low carbon fuel standard, advanced clean car standards, and cap-and-trade) have been adopted over the last 5 years and implementation activities are ongoing. The proposed residences would not conflict with fuel and car standards or cap-and-trade. Title 24 California Code of Regulations (Title 24) establishes energy efficiency requirements for new construction that address the energy efficiency of new (and altered) buildings. The Project is required to comply with Title 24, which would be verified by the City during the plan check and permitting process. • Title 17 California Code of Regulations (Low Carbon Fuel Standard [LCFS]) requires carbon content of fuel sold in California to be 10 percent less by 2020. Because the LCFS applies to any transportation fuel that is sold or supplied in California, all vehicle trips generated by the Project would comply with LCFS. • California Water Conservation in Landscaping Act of 2006 (AB 1881) provides requirements to ensure water efficient landscapes in new development and reduced water waste in existing landscapes. The Project is required to comply with AB 1881 landscaping requirements, which would be verified by the City during the plan check and permitting process. • Emissions from vehicles, which are a main source of operational GHG emissions, would be reduced through implementation of federal and state fuel and air quality emissions requirements that are implemented by GARB. In addition, as described in Page 186 INITIAL STUDY City of Tustin the previous response, the Project would not result in an exceedance of an air quality standard. The City currently does not have an adopted Climate Action Plan to reduce GHG emissions, and as described in the previous response, emissions would not exceed the thresholds. Therefore, implementation of the Project would not conflict with any applicable plan, policy or regulation adopted for the purpose of reducing the emissions of greenhouse gases. Existing Plans, Programs, or Policies None, Mitigation Measures None. Sources Air Quality, Greenhouse Gas, and Energy Impact Analysis, Prepared by EPD Solutions, 2022 (Appendix A) Page 187 INITIAL STUDY City of Tustin 5.9.HAZARDS AND HAZARDOUS MATERIALS Would the Project: Potentially Less Than Less Than No Impact Significant Significant Significant Impact with Impact Mitigation Incorporated a) Create a significant hazard to ❑ ❑ ❑ the public or the environment through the routine transport, use, or disposal of hazardous materials? b) 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? c) Emit hazardous emissions or ❑ ❑ ® ❑ handle hazardous or acutely hazardous materials, substances, or waste within 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 pursuant to Government Code Section 65962.5 and, as a result, 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, would the project result in a safety hazard or excessive noise for people residing or working in the project area? Page 88 INITIAL STUDY City of Tustin f) Impair implementation of or ❑ ❑ ❑ physically interfere with an adopted emergency response plan or emergency evacuation plan? g) Expose people or structures, ❑ ❑ ❑ either directly or indirectly, to a significant risk of loss, injury or death involving wildland fires? a. Create a significant hazard to the public or the environment through the routine transport, use, or disposal of hazardous materials? Less than Significant Impact. A hazardous material is defined as any material that, due to its quantity, concentration, or physical or chemical characteristics, poses a significant present or potential hazard to human health and safety or to the environment if released into the workplace or environment. Hazardous materials include, but are not limited to, hazardous substances, hazardous wastes, and any material that a business or the local implementing agency has a reasonable basis for believing would be injurious to the health and safety of persons or harmful to the environment if released into the workplace or the environment. Hazardous wastes require special handling and disposal because of their potential to damage public health and the environment. Construction The proposed construction activities would involve the transport, use, and disposal of hazardous materials such as paints, solvents, oils, grease, and caulking. In addition, hazardous materials would be needed for fueling and servicing construction equipment on the site. These types of materials are not acutely hazardous, and all storage, handling, use, and disposal of these materials are regulated by federal and state requirements that are implemented by the City during building permitting for construction activities. These regulations include: the federal Occupational Safety and Health Act and Hazardous Materials Transportation Act; Title 8 of the California Code of Regulations (CaIOSHA), and the state Unified Hazardous Waste and Hazardous Materials Management Regulatory Program. As a result, routine transport and use of hazardous materials during construction would be less than significant. Operation The Project involves operation of 40 new residential units, which involve routinely using hazardous materials including solvents, cleaning agents, paints, pesticides, batteries, fertilizers, and aerosol cans. These types of materials are not acutely hazardous and would only be used and stored in limited quantities. The normal routine use of these hazardous materials products pursuant to existing regulations would not result in a significant hazard to people or the environment in the vicinity of the Project. Therefore, operation of the Project would not result in a significant hazard to the public or to the environment through the routine transport, use, or disposal of hazardous waste, and impacts would be less than significant. Page 189 INITIAL STUDY City of Tustin b. 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. Construction Accidental Releases. While the routine use, storage, transport, and disposal of hazardous materials in accordance with applicable regulations during construction activities would not pose health risks or result in significant impacts; improper use, storage, transportation and disposal of hazardous materials and wastes could result in accidental spills or releases, posing health risks to workers, the public, and the environment. To avoid an impact related to an accidental release, the use of BMPs during construction are implemented as part of a SWPPP as required by the National Pollution Discharge Elimination System General Construction Permit (and included as PPP WQ- 1). Implementation of an SWPPP would minimize potential adverse effects to workers, the public, and the environment. Construction contract specifications would include strict on-site handling rules and BMPs that include, but are not limited to: • Establishing a dedicated area for fuel storage and refueling and construction dewatering activities that includes secondary containment protection measures and spill control supplies; • Following manufacturers' recommendations on the use, storage, and disposal of chemical products used in construction; • Avoiding overtopping construction equipment fuel tanks; • Properly containing and removing grease and oils during routine maintenance of equipment; and • Properly disposing of discarded containers of fuels and other chemicals. Asbestos. Asbestos is a naturally occurring fibrous material that was used as a fireproofing and insulating agent in building construction before such uses were banned by the United Stated Environmental Protection Agency (USEPA). The presence of asbestos can be found in materials such as ducting insulation, wallboard, shingles, ceiling tiles, floor tiles, insulation, plaster, floor backing, and many other building materials. Asbestos and asbestos-containing materials (ACMs) are both a hazardous air pollutant and a human health hazard. The risk to human health is from inhalation of airborne asbestos, which commonly occurs when ACMs are disturbed during such activities as demolition and renovation. The Occupational Safety and Health Administration (OSHA) regulation 29 CFR 1926.1101 requires certain construction materials to be presumed to contain asbestos, for purposes of this regulation. All thermal system insulation, surfacing material, and asphalt/vinyl flooring that are present in a building constructed prior to 1981 and have not been appropriately tested are "presumed asbestos-containing material". The buildings within the Project site were constructed prior to 1981 when ACMs were commonly used and the Phase I ESA identified suspected asbestos containing material Page 190 INITIAL STUDY City of Tustin in the existing structure on the site. As a result, asbestos abatement contractors must follow state regulations contained in California Code of Regulations Sections 1529, and 341.6 through 341.14 as implemented by SCAQMD Rule 1403 to ensure that asbestos removed during demolition of the existing buildings is done appropriately and transported and disposed of at an appropriate facility. The contractor and hauler of the material is required to file a Hazardous Waste Manifest which details the hauling of the material from the site and the disposal of it. Section 19827.5 of the California Health and Safety Code requires that local agencies not issue demolition permit until an applicant has demonstrated compliance with notification requirements under applicable federal regulations regarding hazardous air pollutants, including asbestos. These requirements are included as PPP HAZ-1 to ensure that the Project applicant submits verification to the City that the appropriate activities related to asbestos have occurred, which would reduce the potential of impacts related to asbestos to a less than significant level. Lead. Lead-based materials may also be located within existing structures on the Project site. The lead exposure guidelines provided by the U.S. Department of Housing and Urban Development provide regulations related to the handling and disposal of lead- based products. Federal regulations to manage and control exposure to lead-based paint are described in Code of Federal Regulations Title 29, Section 1926.62, and state regulations related to lead are provided in the California Code of Regulations Title 8 Section 1532.1, as implemented by Cal-OSHA. These regulations cover the demolition, removal, cleanup, transportation, storage and disposal of lead-containing material. The regulations outline the permissible exposure limit, protective measures, monitoring and compliance to ensure the safety of construction workers exposed to lead-based materials. Cal/OSHA's Lead in Construction Standard requires Project applicants to develop and implement a lead compliance plan when lead-based paint would be disturbed during construction or demolition activities. The plan must describe activities that could emit lead, methods for complying with the standard, safe work practices, and a plan to protect workers from exposure to lead during construction activities. In addition, Cal/OSHA requires 24-hour notification if more than 100 square feet of lead-based paint would be disturbed. These requirements are included as PPP HAZ-2 to ensure that the Project applicant submits verification to the City that the appropriate activities related to lead have occurred, which would reduce the potential of impacts related to lead-based materials to a less than significant level. Operation As described previously, operation of the proposed 40 residential units includes use of limited hazardous materials, such as solvents, cleaning agents, paints, pesticides, batteries, fertilizers, and aerosol cans. Normal routine use of typical residential products pursuant to existing regulations would not result in a significant hazard to the environment, residents, or workers in the vicinity of the Project. As a result, operation of the proposed Project would not create a reasonably foreseeable upset and accident condition involving the release of hazardous materials into the environment, and impacts would be less than significant. C. Emit hazardous emissions or handle hazardous or acutely hazardous materials, substances, or waste within one-quarter mile of an existing or proposed school? Page 191 INITIAL STUDY City of Tustin Less than Significant Impact. The Columbus Tustin Middle School is located approximately 544 feet north of the Project site. In addition, the Helen Estock Elementary School is located approximately 0.26-mile northwest of the site and the Tustin Connect K-8 School is located approximately 0.30-mile northwest of the site. However, as described previously, construction and operation of the Project would involve the use, storage, and disposal of small amounts of hazardous materials on the Project site. These hazardous materials would be limited and used and disposed of in compliance with federal, state, and local regulations, which would reduce the potential for accidental release into the environment near a school. The emissions that would be generated from construction and operation of the Project were evaluated in the air quality analysis discussed above, and the emissions generated from the Project would not cause or contribute to an exceedance of the federal or state air quality standards. Thus, the Project would not emit hazardous or handle acutely hazardous materials, substances, or waste near a school, and impacts would be less than significant. 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? Less than Significant Impact. According to the Phase I Environmental Site Assessment, which included a database search of local, regional, state, and federal databases related to hazardous materials, the Project site is identified in the HAZNET and Hazardous Waste Tracking System (HWTS) databases (Phase 12021). The site is identified in the HAZNET database for generating state-regulated wastes including "metal sludge (Alkaline solution (pH >= 12.5) with metals)" that were manifested for off-site disposal in 1995 (Phase 1 2021 ). The wastes were disposed through recycling. Based on the lack of violations and/or listing in other databases indicating a release, these listings are not expected to have created an environmental concern at the Project site. Therefore, the listing would not create a significant hazard to the public or the environment and impacts would be less than significant. e. For a project 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 two miles of an airport. The closest airport is the John Wayne Airport, which is approximately 5 miles southeast of the Project site. The Project site is not located within any land use compatibility zone: for the nearest airport, nor is it within an airport safety zone. Therefore, the Project would not result in a safety hazard for people residing or working in the Project areas, and no impacts would occur. f. Impair implementation of an adopted emergency response plan or emergency evacuation plan? Less than Significant Impact. Construction Page 192 INITIAL STUDY City of Tustin The proposed construction activities, including equipment and supply staging and storage, would occur within the Project site and would not restrict access of emergency vehicles to the Project site or adjacent areas. During construction of the Project driveway, Irvine Boulevard would remain open to ensure adequate emergency access to the Project area and vicinity. Impacts related to interference with an adopted emergency response or evacuation plan during construction activities would be less than significant. Operation Operation of the proposed Project would not result in a physical interference with an emergency response evacuation. Direct access to the Project site would be provided from Irvine Boulevard, which is a 6-lane arterial roadway that is adjacent to the Project site. The Project is also required to design and construct internal access and provide fire suppression facilities (e.g., hydrants and sprinklers) in conformance with the City Municipal Code and the Fire Department prior to approval to ensure adequate emergency access pursuant to the requirements in Section 503 of the California Fire Code (Title 24, California Code of Regulations, Part 9) and the Fire Code included per Municipal Code Chapter 93.01. As a result, the proposed Project would not impair implementation of or physically interfere with an adopted emergency response plan or emergency evacuation plan, and 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? No Impact. According to the California Fire Hazard Severity Zones mapping, the Project site is not within or adjacent to a Very High Fire Hazard zone. The Project site is located within an urbanized and redevelopment of the site with residential uses would not result in impacts related to the exposure of people or structures to loss, injury, or death involving wildland fires. Therefore, no impact would occur. Existing Plans, Programs, or Policies PPP HAZ-1 : SCAQMD Rule 1403, Asbestos. Prior to issuance of demolition permits, the Project applicant shall submit verification to the City Building Division that an asbestos survey has been conducted at all existing buildings located on the Project site. if asbestos is found, the Project applicant shall follow all procedural requirements and regulations of South Coast Air Quality Management District Rule 1403. Rule 1403 regulations require that the following actions be taken: notification of SCAQMD prior to construction activity, asbestos removal in accordance with prescribed procedures, placement of collected asbestos in leak-tight containers or wrapping, and proper disposal. PPP HAZ-2: Lead Based Paint. Prior to issuance of demolition permits, the Project applicant shall submit verification to the City Building Division that a lead-based paint survey has been conducted at all existing buildings located on the Project site. If lead- based paint is found, the Project applicant shall follow all procedural requirements and regulations for proper removal and disposal of the lead-based paint. Cal-OSHA has established limits of exposure to lead contained in dusts and fumes. Specifically, CCR Title 8, Section 1532.1 provides for exposure limits, exposure monitoring, and respiratory protection, and mandates good working practices by workers exposed to lead. Mitigation Measures Page 193 INITIAL STUDY City of Tustin No mitigation measures related to hazards and hazardous materials are required. Sources Phase I Environmental Site Assessment, prepared by Partner Engineering and Science, Inc. (Phase 1 2021) (Appendix F). California Department of Forestry and Fire Protection. 2022. California Fire Hazard Severity Zones (FHSZ). Available: https://osfm.fire.ca.gov/divisions/community-wildfire- preparedness-and-mitigation/wiIdland-hazards-building-codes/fire-hazard-severity- zones-maps/ Page 194 INITIAL STUDY City of Tustin 5.10. HYDROLOGY AND WATER QUALITY Would the project: Potentially Less Than Less Than No Impact Significant Significant Significant Impact with Impact Mitigation Incorporated a) Violate any water quality ❑ ❑ ® ❑ standards or waste discharge requirements or otherwise substantially degrade surface or ground water quality? b) Substantially decrease ❑ ❑ groundwater supplies or interfere substantially with groundwater recharge such that the project may impede sustainable groundwater management of the basin? 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: i) result in a substantial ❑ ❑ ® ❑ erosion or siltation on- or off- site; ii) substantially increase ❑ ❑ ® ❑ the rate or amount of surface runoff in a manner which would result in flooding on- or offsite; 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; or Page 195 INITIAL STUDY City of Tustin iv) impede or redirect flood ❑ ❑ ❑ flows? d) In flood hazard, tsunami, or ❑ ❑ ❑ seiche zones, risk release of pollutants due to project inundation? e) Conflict with or obstruct ❑ ❑ ❑ ❑ implementation of a water quality control plan or sustainable groundwater management plan? a. Violate any water quality standards or waste discharge requirements or otherwise substantially degrade surface or ground water quality? Less than Significant Impact. Construction. Construction of the Project would require grading and excavation of soils, which would loosen sediment, and then have the potential to mix with surface water runoff and degrade water quality. Additionally, construction would require the use of heavy equipment and construction-related chemicals, such as concrete, cement, asphalt, fuels, oils, antifreeze, transmission fluid, grease, solvents and paints. These potentially harmful materials could be accidentally spilled or improperly disposed of during construction and, if mixed with surface water runoff, could wash into and pollute waters. These types of water quality impacts during construction of the Project would be prevented through implementation of a SWPPP. Construction of the Project would disturb more than one acre of soil; therefore, the proposed Project would be required to obtain coverage under the NPDES General Permit for Discharges of Storm Water Associated with Construction Activity. Construction activity subject to this permit includes clearing, grading, and ground disturbances such as trenching, stockpiling, or excavation. The Construction General Permit requires implementation of a. SWPPP that is required to identify all potential sources of pollution that are reasonably expected to affect the quality of storm water discharges from the construction site. The SWPPP would generally contain a site map showing the construction perimeter, proposed buildings, stormwater collection and discharge points, general pre- and post-construction topography, drainage patterns across the site, and adjacent roadways. The SWPPP would also include construction BMPs. Adherence to the existing requirements and implementation of the appropriate BMPs, as ensured through the City's plan check and permitting process, are included as PPP WQ- 1, which would ensure that the Project would not violate any water quality standards or waste discharge requirements, potential water quality degradation associated with construction activities would be minimized, and impacts would be less than significant. Page 196 INITIAL STUDY City of Tustin Operation. The proposed Project includes operation of residential uses. Potential pollutants associated with the proposed uses include various chemicals from cleaners, pathogens from pet wastes, nutrients from fertilizer, pesticides and sediment from landscaping, trash and debris, and oil and grease from vehicles. If these pollutants discharge into surface waters, it could result in degradation of water quality. However, operation of the proposed Project would be required to comply with the requirements of the 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 (included as PPP WQ-2). The DAMP regulations are included in the City's Municipal Code in Section 4902 and are the implementation method for NPDES Stormwater Permit compliance. The DAMP: • Provides the framework for the program management activities and plan development; • Provides the legal authority for prohibiting unpermitted discharges into the storm drain system and for requiring BMPs in new development and significant redevelopment; • Ensures that all new development and significant redevelopment incorporates appropriate Site Design, Source Control, and Treatment Control BMPs to address specific water quality issues; and • Ensures that construction sites implement control practices that address construction related pollutants including erosion and sediment control and onsite hazardous materials and waste management. The DAMP requires that new development and significant redevelopment projects develop and implement a water quality management plan (WQMP) that includes BMPs and low impact development (LID) design features that would provide onsite treatment of stormwater to prevent pollutants from onsite uses from leaving the site. A Preliminary WQMP has been developed (included as Appendix G) per these requirements and recommends various BMPs to be incorporated into the Project. The WQMP is required to be approved prior to the issuance of a building or grading permit. As described previously, the WQMP is required to be approved prior to the issuance of a building or grading permit. The Project's WQMP would be reviewed and approved by the City to ensure it complies with the MS4 Permit regulations. In addition, the City's permitting process would ensure that all BMPs in the WQMP would be implemented with the Project. Overall, implementation of the WQMP pursuant to the existing regulations (included as PPP WQ-2) would ensure that operation of the proposed Project would not violate any water quality standards, waste discharge requirements, or otherwise degrade water quality; and impacts would be less than significant. b. Substantially decrease groundwater supplies or interfere substantially with groundwater recharge such that the project may impede sustainable groundwater management of the basin? Less than Significant impact. The City's Urban Water Management Plan (UWMP) describes that in 2020, the City's water supply was made up of 96 percent groundwater and 4 percent imported water (purchased from the Municipal Water District of Orange Page 197 INITIAL STUDY City of Tustin County [MWDOC] and East Orange County Water District [EOCWD]). The groundwater is managed by the Orange County Water District (OCWD). The OCWD manages basin water supply through the Basin Production Percentage (BPP), which is set based on groundwater conditions, availability of imported supplies, and precipitation. As detailed on Table 5-10, the City's UUWMP shows that the anticipated production of groundwater would decrease by 156 acre-feet between 2025 and 2045. It is projected that by 2045, the water supply mix will change to approximately 85 percent groundwater and 15 percent imported water. Table 5-10: UWMP Projected Water Supply (2025-2045) Water Supply Projected Water Supply (af) 2025 2030 2035 2040 2045 Groundwater (OC 8,569 8,604 8,521 8,440 8,413 Basin) Purchased/Imported 1,512 1,518 1,504 1 ,489 1,485 (MWDOC/EOCWD) Total 10,081 10,122 10,025 9,929 9,898 Source:City of Tustin IJWMP 2020 As detailed in Section 5.19, Utilities and Service Systems, the supply of water listed in Table 5-10 would be sufficient during both normal years and multiple dry year conditions between 2025 and 2045 to meet all of the City's estimated needs, including the proposed Project. Therefore, the Project would not result in changes to the projected groundwater pumping that would decrease groundwater supplies. Thus, impacts related to groundwater supplies would be less than significant. The Project site currently consists of 95 percent impervious surfaces(5 percent pervious). After completion of Project construction, the site would be 90 percent impervious and 10 percent pervious (WQMP 2022), which is an increase of 5 percent pervious surface area. The proposed Project would follow a similar drainage pattern as the existing. Existing drainage is split between two drainage areas with catch basins in the north and southwest corners of the Project site. Surface flows would be directed into an area drain system or into onsite curb and gutters which would convey the flow to the underground storm drain system. All flows would be conveyed to an infiltration detention pipe where water would be stored onsite until it can percolate into the ground. This would assist in reduction of groundwater demand and provide infiltration of stormwater. According to the Hydrology Study prepared for the Project (included as Appendix H), the Project would decrease the flow rate to the existing drainage easement in 17772 Irvine Boulevard by 1.43 cubic feet per second (cfs) during the 50-year storm event and by 1.62 cfs during the 100-year storm event. The Project would increase the flow rate to Irvine Boulevard by 1.83 cfs during the 50-year storm even and by 2.08 cfs during the 100-year storm event. However, the site would utilize a detention infiltration system to retain and Page 198 INITIAL STUDY City of Tustin treat a water quality design capture volume that is larger than the increased flow. The underground detention system would be utilized to store the water quality volume to allow infiltration to recharge the groundwater. Therefore, impacts related to interference with groundwater recharge would be less than significant. 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: i. result in a substantial erosion or siltation on- or off-site; Less Than Significant Impact. The Project site does not include, and is not adjacent to, a natural stream or river. Implementation of the Project would not alter the course of a stream or river. Construction Construction of the proposed Project would require demolition of the existing building structures, including foundations and floor slabs, and crushing the existing pavement that would expose and loosen building materials and sediment, which has the potential to mix with storm water runoff and result in erosion or siltation offsite. However, the Project site does not include any slopes, which reduces the erosion potential, and the large majority of soil disturbance would be related to excavation and backfill for installation of building foundations and underground utilities. The NPDES Construction General Permit and Orange County DAMP require preparation and implementation of a SWPPP by a Qualified SWPPP Developer for the proposed construction activities (included as PPP WQ-1). The SWPPP is required to address site- specific conditions related to potential sources of sedimentation and erosion and would list the required BMPs that are necessary to reduce or eliminate the potential of erosion or alteration of a drainage pattern during construction activities. In addition, a Qualified SWPPP Practitioner (QSP) is required to ensure compliance with the SWPPP through regular monitoring and visual inspections during construction activities. The SWPPP would be amended and BMPs revised, as determined necessary through field inspections, in order to protect against substantial soil erosion, the loss of topsoil, or alteration of the drainage pattern. Compliance with the Construction General Permit and a SWPPP prepared by a QSD and implemented by a QSP (per PPP WQ-1) would prevent construction related impacts related to potential alteration of a drainage pattern or erosion from development activities. With implementation of the existing construction regulations that would be verified by the City during the permitting approval process, impacts related to alteration of an existing drainage pattern during construction that could result in substantial erosion, siltation, and increases in stormwater runoff would be less than significant. Operation The Project site currently consists of 95 percent impervious surfaces and 5 percent pervious. After completion of Project construction, the site would be 90 percent impervious and 10 percent pervious (WQMP 2022), which is an increase of 5 percent pervious surface area. The impervious areas would not be subject to erosion and the pervious areas would be landscaped with groundcovers that would inhibit erosion. The Page 199 INITIAL STUDY City of Tustin proposed Project would follow a similar drainage pattern as the existing and is split between two drainage areas with catch basins in the north and southwest corners of the Project site. Surface flows would be directed into an area drain system or into onsite curb and gutters which would convey the flow to the underground storm drain system. All flows would be conveyed to an infiltration detention pipe where water would be stored onsite until it can percolate into the ground. During a major storm event when the detention pipe fills to capacity, the stormwater would be directed to match the existing flow pattern. To relieve overflow resulting from severe storm events, two emergency overflow locations are proposed. One is a culvert on Irvine Boulevard to the north and the other is a grate inlet of the existing parking lot gutter in 17772 Irvine Boulevard. As discussed previously, the Project would increase the flow rate to Irvine Boulevard by 1.83 cfs during the 50-year storm even and by 2.08 cfs during the 100-year storm event. However, the installation of onsite landscaping, detention infiltration system, and catch basins would be designed to accommodate the increased flow volume. Additionally, the MS4 permit and DAMP require new development projects to prepare a WQMP (included as PPP WQ-2) that is required to include BMPs to reduce the potential of erosion and/or sedimentation through site design and structural treatment control BMPs. The Preliminary WQMP has been completed and is included as Appendix G. As part of the permitting approval process, the proposed drainage and water quality design and engineering plans would be reviewed by the City's Engineering Division to ensure that the site-specific design limits the potential for erosion and siltation. Overall, the proposed drainage system and adherence to the existing regulations would ensure that Project impacts related to alteration of a drainage pattern and erosion/siltation from operational activities would be less than significant. 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. The Project site does not include, and is not adjacent to, a natural stream or river. Implementation of the Project would not alter the course of a stream or river. Construction Construction of the proposed Project would require demolition of the existing building structures, including foundations, floor slabs, and utilities systems, and crushing the existing pavement. These activities could temporarily alter the existing drainage pattern of the site and change runoff flow rates. However, as described previously, implementation of the Project requires a SWPPP (included as PPP WQ-1) that would address site specific drainage issues related to construction of the Project and include BMPs to eliminate the potential of flooding or alteration of a drainage pattern during construction activities. This includes regular monitoring and visual inspections during construction activities. Compliance with the Construction General Permit and a SWPPP prepared by a QSD and implemented by a QSP (per PPP WQ-1) as verified by the City through the construction permitting process would prevent construction-related impacts related to potential alteration of a drainage pattern or flooding on- or offsite from development activities. Therefore, construction impacts would be less than significant. Page 1 100 INITIAL STUDY City of Tustin Operation As described previously, the proposed Project would result in a decrease of impervious surfaces. However, the Project would follow a similar drainage pattern as the existing and convey runoff to landscaped areas or into the underground storm drain system. All flows would be conveyed to an infiltration detention pipe where water would be stored onsite until it can percolate into the ground. As discussed previously, the Project would increase the flow rate to Irvine Boulevard by 1.83 cfs during the 50-year storm even and by 2.08 cfs during the 100-year storm event. However, the installation of onsite landscaping, detention infiltration system, and catch basins would be designed to accommodate the increased flow volume. Therefore, an increase in the rate or amount of surface runoff in a manner which would result in flooding on- or offsite would not occur. As part of the permitting approval process, the proposed drainage design and engineering plans would be reviewed by the City's Engineering Division to ensure that the proposed drainage would accommodate the appropriate design flows. Overall, the proposed drainage system and adherence to the existing MS4 permit and DAMP regulations would ensure that project impacts related to alteration of a drainage pattern or flooding from operational activities would be less than significant. 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; or Less Than Significant Impact. As described previously, the Project site does not include, and is not adjacent to, a natural stream or river. Implementation of the Project would not alter the course of a stream or river. Construction As described in the previous response, construction of the proposed Project would require demolition, concrete crushing, and excavation activities that could temporarily alter the existing drainage pattern of the site and could result in increased runoff and polluted runoff if drainage is not properly controlled. However, implementation of the Project requires a SWPPP (included as PPP WQ-1) that would address site-specific pollutant and drainage issues related to construction of the Project and include BMPs to eliminate the potential of polluted runoff and increased runoff during construction activities. This includes regular monitoring and visual inspections during construction activities. Compliance with the Construction General Permit and a SWPPP prepared by a QSD and implemented by a QSP (per PPP WQ-1) as verified by the City through the construction permitting process would prevent construction-related impacts related to increases in run-off and pollution from development activities. Therefore, impacts would be less than significant. Operation As described previously, the proposed Project would result in a decrease of impervious surfaces. The Project would manage stormwater flows with landscaping and catch basins that have been designed to accommodate the stormwater volume pursuant to the MS4 permit and DAMP requirements. All flows would be conveyed to an infiltration detention pipe where water would be stored onsite until it can percolate into the ground. As discussed previously, absent appropriate onsite design features, the Project would Page 1 101 INITIAL STUDY City of Tustin increase the flow rate to Irvine Boulevard by 1 .83 cfs during the 50-year storm even and by 2.08 cfs during the 100-year storm event. However, the installation of onsite landscaping, detention infiltration system, and catch basins would be designed to accommodate the increased flow volume. Therefore, an increase in runoff that could exceed the capacity of storm drain systems and provide polluted runoff would not occur. As part of the permitting approval process, the proposed drainage design and engineering plans would be reviewed by the City's Engineering Division to ensure that the proposed drainage would accommodate the appropriate design flows. Additionally, the City permitting process would ensure that the drainage system specifications adhere to the existing MS4 permit and DAMP regulations, which would ensure that pollutants are removed prior to discharge. Overall, with compliance to the existing regulations as verified by the City's permitting process, Project impacts related to the capacity of the drainage system and polluted runoff would be less than significant. iv. impede or redirect flood flows? Less Than Significant Impact. According to the Federal Emergency Management Agency (FEMA) Map 06059CO277J, the Project site is within Flood Zone X, or the 0.2 percent annual change flood area, areas of one percent annual chance flood with average depth less than one foot or with drainage areas of less than one square mile (FEMA 2022). The site is not within a special flood hazard area. As detailed in the previous responses, implementation of the Project would result in a 5 percent decrease of impermeable surfaces on the site. The Project would maintain the existing drainage pattern; and drainage would be accommodated by onsite landscaping and catch basins that have been sized to accommodate the DAMP required design storm. Therefore, the Project would not result in impeding or redirecting flood flows by the addition of the impervious surfaces. As detailed previously, the City's permitting process would ensure that the drainage system specifications adhere to the existing MS4 permit and DAMP regulations, and compliance with existing regulations would ensure that impacts would be less than significant. v. In flood hazard, tsunami, or seiche zones, risk release of pollutants due to project inundation? No Impact. According to the Federal Emergency Management Agency (FEMA) Map 06059CO277J, the Project site is within Flood Zone X, or the 0.2 percent annual change flood area, areas of one percent annual chance flood with average depth less than one foot or with drainage areas of less than one square mile (FEMA 2022). The site is not within a special flood hazard area. A seiche is a surface wave created when an inland body of water is shaken, usually by earthquake activity. The site also is not subject to flooding hazards associated with a seiche because there are no large body of surface water located near the project site to result in effects related to a seiche, which could result in release in pollutants due to inundation of the site. The Pacific Ocean is located over 12 miles southwest of the Project site; consequently, there is no potential for the Project site to be inundated by a tsunami that could release pollutants. In addition, the Project site is flat and not located near any steep hillsides; Page 1 102 —._ INITIAL STUDY City of Tustin therefore, there is no potential for the site to be adversely affected by mudflow. Thus, implementation of the proposed Project would not expose people or structures to a significant risk of loss, injury, or death involving inundation by seiche, tsunami, or mudflow that could release pollutants due to inundation of the Project site. No impact would occur. vi. Conflict with or obstruct implementation of a water quality control plan or sustainable groundwater management plan? Less Than Significant Impact. As described previously, use of BMPs during construction implemented as part of a SWPPP as required by the NPDES Construction General Permit and PPP WQ-1 would serve to ensure that Project impacts related to construction activities resulting in a degradation of water quality would be less than significant. Thus, construction of the Project would not conflict or obstruct implementation of a water quality control plan. Also, as described previously, new development projects are required to implement a WQMP (per PPP WQ-2) that would comply with the Orange County DAMP. The WQMP and applicable BMPs are verified as part of the City's permitting approval process, and construction plans would be required to demonstrate compliance with these regulations. Therefore, operation of the proposed Project would not conflict with or obstruct implementation of a water quality control plan. In addition, as detailed previously, the OCWD manages basin water supply through the BPP, such that, the anticipated production of groundwater would remain steady from 2025 through 2045 (as shown in Table 5-10). As described previously and further detailed in Section 5.19, Utilities and Service Systems, the City's supply of water listed in Table 5- 10 would be sufficient during both normal years and multiple dry year conditions between 2025 and 2045 to meet all of the City's estimated needs, including the proposed Project. Therefore, the Project would be consistent with the groundwater management plan and would not conflict with or obstruct its implementation. Thus, impacts related to water quality control plan or sustainable groundwater management plan would be less than significant. Existing Plans, Programs, or Policies PPP WQ-1: NPDESISWPPP. Prior to issuance of any grading or demolition permits, the applicant shall provide the City Building Division evidence of compliance with the NPDES (National Pollutant Discharge Elimination System) requirement to obtain a construction permit from the State Water Resource Control Board (SWRCB). The permit requirement applies to grading and construction sites of one acre or larger. The Project applicant/proponent shall comply by submitting a Notice of Intent(NOI)and by developing and implementing a Stormwater Pollution Prevention Plan (SWPPP) and a monitoring program and reporting plan for the construction site, PPP WQ-2: WQMP. Prior to the approval of the Grading Plan and issuance of Grading Permits a completed Water Quality Management Plan (WQMP) shall be prepared by the Project applicant and submitted to and approved by the City Public Works Department, The WQMP shall identify all Post-Construction, Site Design. Source Control, and Treatment Control Best Management Practices (BMPs) that will be incorporated into the development Project in order to minimize the adverse effects on receiving waters. Page 1 103 y INITIAL STUDY City of Tustin Mitigation Measures None. Sources Arcadis U.S. Inc., 2021. City of Tustin Urban Water Management Plan. Available at https://www tustinca org/DocumentCenter/View/5138/Tustin-2020-UWMP Bittner, Ryan J., 2022. Preliminary Water Quality Management Plan (Appendix G). C&V Consulting, Inc., 2022. Preliminary Hydrology Study (Appendix H). Federal Emergency Management Agency (FEMA 2022). FEMA Flood Map Service Center. Map 06059CO277J. Available at: httDs://msc.fema.gov/portal/home Page 1104 f INITIAL STUDY City of Tustin 5.11. LAND USE AND PLANNING Would the Project: Potentially Less Than Less Than No Significant Significant Significant Impact Impact with Impact Mitigation Incorporated a) Physically divide an established ❑ ❑ [] community? 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? a. Physically divide an established community? No Impact. The physical division of an established community could occur if a major road were built through an established community or neighborhood, or if a major development was built which was inconsistent with the land uses in the community such that it divided the community. The environmental effects caused by such could include lack of a, or disruption of, access to services, schools, or shopping areas. It could also include the creation of blighted buildings or areas due to the division of the community. The Project site is currently developed with two office buildings and is bound by a roadway followed by a park and school to the north, residential developments to the east and south, and office uses followed by residential development to the west. The proposed Project would redevelop the site to provide 18 duplexes and four single- family residences (40 units total), which are consistent with the existing residential development to the west, east, and south of the site. Therefore, the change of the Project site from office uses to residential uses would not physically divide an established community. In addition, the Project would not change roadways, or install any infrastructure that would result in a physical division. Thus, the proposed Project would not result in impacts related to physical division of an established community, and no impact would result. 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 mitigation an environmental effect? Less Than Significant Impact. As described previously, the Project site is located adjacent to Irvine Boulevard, residential development, park uses, and office uses. The Project would redevelop the site to provide 18 duplexes and four single-family residences (40 units total), which would be similar to the residential uses that are located adjacent to the site. Residential uses are also consistent with the adjacent park and school facilities. Page 1 105 INITIAL STUDY City of Tustin General Plan. The Project site currently has a General Plan land use designation of Professional Office. While the Professional Office land use designation primarily allows professional offices and other supporting uses, the proposed Project includes a General Plan Amendment to change the land use designation of the site from Professional Office to High Density Residential. As discussed earlier, the General Plan Land Use Element states that the High-Density Residential designation allows for the development of a wide range of living accommodations including single family units, multi-family dwellings, such as apartments, condominiums, townhomes, cooperatives, and community apartments with a density range of 15-25 dwelling units per acre. As the Project would develop residences in the High-Density Residential designation at a density of 19.3 dwelling units per acre, it would be consistent with the proposed land use designations, and the proposed change in land uses would be less than significant. Zoning. The Project site is currently zoned as Retail Commercial (C-1), and the Project would include a zone change to change the site's zoning from C-1-Retail Commercial to R-3-Multiple Family Residential to allow for the development of the eighteen (18) duplexes (36 units) and four (4) single-family residences. As detailed earlier, in Table 5- 1, the Project would be consistent with the Municipal Code standards for the Multiple- Family (R-3) zone. Thus, the proposed Project would not conflict with any applicable zoning regulations adopted for the purpose of avoiding or mitigating an environmental effect, and impacts would be less than significant. Existing Plans, Programs, or Policies None. Mitigation Measures None. Sources City of Tustin, 2018. City of Tustin General Plan Land Use Element. Accessed: htt s:flwww.tustinca.or /DocumentCenter/View/713/Cit -of-Tustin-General-Plan-PDF City of Tustin, 2022. City of Tustin Municipal Code (2022 Update 1). Accessed: https:Illibrary.municode.com/ca/tustin/codes/code of ordinances Page 1 106 INITIAL STUDY City of Tustin 5.12. MINERAL RESOURCES Would the Project: Potentially Less Than Less Than No Impact Significant Significant with Significant Impact Mitigation Impact Incorporated 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? b) Result in the loss of availability of ❑ ❑ ❑ a locally-important mineral resource recovery site delineated on a local general plan, specific plan or other land use plan? 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. According to the California Department of Conservation (CDOC), the Project site is in an area generally classified as Sand and Gravel Resource Area and Portland Cement Concrete Aggregate Resource Area. Although the region is classified for these resources, the Project site is not currently or planned for mineral extraction. Therefore, the Project would result in no impact. b. Result in the loss 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. The Conservation/Open Space/Recreation Element identifies one mineral resource within the City of Tustin known as Mercury-Barite within Red Hill. However, this resource is not utilized. In addition, the Project site is not located within the mineral resource area and implementation of the Project would not affect the availability of Mercury-Barite. According to the General Plan, no mining operations are currently active within the City limits, and none are being considered. Therefore, the Project would result in no impact to mineral resources. Plans, Policies, and Programs None. Mitigation Measures None. Sources Page 1107 _ _ _ INITIAL STUDY City of Tustin California Department of Conservation (CDOC), 2022. CGS Information Warehouse: Mineral Land Classification. Accessed: https://maps.conservation.ca.gov/mineraIresources Page 1 108 INITIAL STUDY City of Tustin 5.13. NOISE Would the Project: Potentially Less Than Less Than No Impact Significant Significant Significant Impact with Impact Mitigation Incorporated 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? b) Generation of excessive ground ❑ ❑ ❑ borne vibration or ground borne noise levels? 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? The discussion below is based on the Noise Impact Analysis prepared by LSA (Appendix 1). The following noise regulatory setting includes local, state, and federal standards applicable to the Project site. Noise Element of the General Plan The following applicable goals and policies to the proposed project are from the Noise Element of the City's General Plan. • Policy 2.3: Use noise/land use compatibility standards as a guide for future planning and development. • Policy 2.4: Review proposed projects in terms of compatibility with nearby noise- sensitive land uses with the intent of reducing noise impacts. • Policy 2.5: Require new residential developments located in proximity to existing commercial/industrial operations to control residential interior noise levels as a condition of approval. Page 1109 - - INITIAL STUDY City of Tustin • Policy 3.2: Minimize the impacts of construction noise on adjacent land uses through limiting the permitted hours of activity. Noise Impact Areas The noise environment for the Tustin Planning Area can be described using noise contours developed for the major noise sources within the area. The noise contours are used as a guide for planning. The 60 dB CNEL contour defines the noise impact area. Any proposed new noise sensitive land use (i.e., residential, hospitals, schools and churches) within this area shall be evaluated on a project specific basis to meet City or State (Title 24) standards. An acoustical analysis prepared by a qualified acoustical engineer, should be required in these Noise Impact Areas for all noise sensitive land uses verifying that the structure has been designed or mitigation measures proposed to limit intruding noise to the prescribed allowable levels. Residences next to a number of major and secondary arterials in the Tustin Planning Area are also exposed to a CNEL over 65 dB. These arterials include: Irvine Boulevard among others (Bryan Avenue, Edinger Street, Fairhaven Avenue, Newport Avenue, Red Hill Avenue, Yorba Street, Prospect Avenue, Browning Avenue, 17th Street, El Camino Real, McFadden Street, Walnut Avenue, and Sycamore Avenue). Land Use Compatibility Table 5-11 provides guidance for the acceptability of certain development projects within specific CNEL contours and will act as a set of criteria for assessing the compatibility of proposed land uses within the noise environment. Additionally, the City has established interior and exterior noise standards for the various land use categories. Residential (single family, multifamily, duplex, and mobile home) land use has an interior noise standard of CNEL 45 dB and exterior CNES 65 dB. A project in an area incompatible with existing noise levels may be approved if is mitigated as necessary to achieve City standards interior and exterior noise standards before issuance of building permits or other appropriate milestones. Table 5-11: Tustin Land Use Compatibility Standards (Table N-2 of General Plan) Land Uses Community Noise Equivalent Level CNEL X55 60 65 70 75 80> Residential — Single Family, Duplex, AA B C C D D Multiple Family Legend. ZONE A:CLEARLY COMPATIBLE Specified land use is satisfactory,based upon the assumption that any buildings involved are of normal conventional construction without any special noise insulation requirements ZONE B: NORMALLY COMPATIBLE New construction or development should be undertaken only after detailed analysis of the noise reduction requirements are made and needed noise insulation features in the design are determined.Conventional construction,with closed windows and fresh air supply systems or air conditioning,will normally suffice. ZONE C NORMALLY INCOMPATIBLE New construction or development should generally be discouraged.If new construction or development does proceed,a detailed analysis of noise reduction requirements must be made and needed noise insulation features included in the design ZONE D, CLEARLY INCOMPATIBLE New construction or development should generally not be undertaken. Source:Section City of Tustin,2012.City of Tustin General Plan Noise Element. Page 1110 INITIAL STUDY City of Tustin City of Tustin Municipal Code City of Tustin Municipal Code Section 4613, Designated Noise Zones Article 4, Chapter 6 of the City's Municipal Code establishes the maximum permissible noise level that may intrude into a neighbor's property. The Noise Ordinance establishes noise level standards for various land use categories affected by stationary noise sources. Land use categories in the City are defined by five noise zones, as listed below. Table D provides the City's maximum noise standard based on the noise zone, the location of the noise (exterior/interior), and the time period. Noise Zone 1: All residential properties Noise Zone 2: All commercial properties Noise Zone 3: All industrial properties Noise Zone 4: All special properties such as hospitals, convalescent homes, public and institutional schools, libraries and churches Noise Zone 5: All mixed-use properties. Table 5-12. City of Tustin Maximum Noise Level Standards Noise Exterior/ Time Period L50 L25 L8 L2 Lmax Zone Interior (30 (15 (5 (1 (Anytime) mins) mins) mins) min) Exterior 7:00 AM to 10:00 55 60 65 70 75 1 PM 10:00 PM to 7:00 50 55 60 65 70 AM Interior 7:00 AM to 10:00 — — 55 60 65 PM 10:00 PM to 7:00 — — 45 50 55 AM 2 Exterior Anytime 60 65 70 75 80 3 Exterior Anytime 70 75 80 85 90 4 Exterior Anytime 55 60 65 70 75 5 Exterior Anytime 60 65 70 75 80 City of Tustin Municipal Code Section 4696, Specific Disturbing Noises Prohibited (2) Construction, repairing, remodeling or demolition and grading. The erection, demolition, alteration, repair, excavation, grading, paving or construction of any building Page 1 111 INITIAL STUDY City of Tustin or site is prohibited between the hours of 6:00 p.m. and 7:00 a.m., Monday through Friday and 5:00 p.m. and 9:00 a.m. on Saturdays and during all hours Sundays and city observed federal holidays. Trucks, vehicles and equipment that are making or are involved with material deliveries, loading or transfer of materials, equipment service, maintenance of any devices or appurtenances to any construction project in the City shall not be operated on or adjacent to said sites outside of the approved hours for construction activity. Federal Transit Administration The City does not have daytime construction noise level limits for activities that occur within the specified hours in Section 11.80.030(D)(7) to determine potential noise impacts; therefore, construction noise is assessed using criteria from the Transit Noise and Vibration Impact Assessment Manual (FTA Manual). The most sensitive nearby receptors would include residential uses to the south of the Project site. The FTA Manual General Assessment Construction Noise Criteria identifies a Daytime 1-hour Leq (dBA) threshold of 90 and a Nighttime 1-hour Leq (dBA) threshold of 80 composite noise levels for residential uses. The construction noise threshold from Transit Noise and Vibration Impact Assessment (2018), identifies a significant construction noise impact if construction noise exceeds 80 dBA Leq over an eight-hour period during the daytime at the nearby sensitive receivers (e.g. residential, etc.). The Transit Noise and Vibration Impact Assessment (2018) provide thresholds for increases in ambient noise from vehicular traffic based on increases to ambient noise. An impact would occur if existing noise levels at noise-sensitive land uses (e.g. residential, etc.) are less than 60 dBA CNEL and the project creates an increase of 3 dBA CNEL or greater project-related noise level increase; or if existing noise levels range from 60 to 65 dBA CNEL and the project creates 2 dBA CNEL or greater noise level increase. Caltrans Transportation and Construction Vibration Guidance Manual The City does not have vibration standards that are applicable to the proposed project, hence, California Department of Transportation's (Caltrans) Transportation and Construction Vibration Guidance Manual guidelines are used as a screening tool for assessing the potential for adverse vibration effects related to structural damage and human perception. Caltrans guidance defines the threshold of perception from transient sources as 0.25 inch per second PPV. Existing Noise Levels The Project site is currently developed with two commercial office buildings. As detailed in the Noise Impact Analysis (Appendix 1), to identify the existing ambient noise level environment, 24-hour noise level measurements were taken at two locations on the project site(shown on Figure 3)from July 25 to July 26, 2022. The measured sound levels in dBA have been used to calculate the minimum and maximum Leq averaged over 1- hour intervals. The primary existing source of ambient noise on the Project site is traffic from Irvine Boulevard. Hourly noise levels at surrounding sensitive uses are as low as 43.6 dBA Leq during nighttime hours and 50.6 dBA Leq during daytime hours as shown in Table 5-13. Page 1 112 -- INITIAL STUDY City of Tustin Table 5-13: Existing(Ambient) Noise Measurement Results Average Daytime Noise Evening Noise Nighttime Daily Noise Levelsl (dBA Levels2 (dBA Noise Levels3 Levels(dBA Location Location Description Leq) Leq) (dBA Leq) CNEL) LT-1 Northeast corner of project site, near the 67.6-69.5 65.1 —67.4 53.6-66.4 70.0 proposed northern facades of the residential units. LT-2 Southern corner of project site near 50.6-63.1 60.2-61.1 43.6-58.5 62.0 Prospect Park. source:Compiled by LSA(August 2022). 1 Daytime Noise Levels=noise levels during the hours of 7:00 a.m.to 7:00 p.m. 2 Evening Noise Levels=noise levels during the hours of 7:00 p.m.to 10:00 P.M. 3 Nighttime Noise Levels-noise levels during the hours of 10:00 p.m.to 7:00 a.m. dBA=A-weighted decibels ft=foot/feet CNEL-Day-night Level Leq-equivalent continuous sound level Source:Noise Impact Analysis(Appendix I) Page 1 113 - INITIAL STUDY City of Tustin Figure 3. Noise Measurement Locations Page 1114 INITIAL STUDY City of Tustin 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 As described above, City of Tustin Municipal Code Section 4616 prohibits construction noise between the hours of 6:00 p.m. and 7:00 a.m., Monday through Friday and 5:00 p.m. and 9:00 a.m, on Saturdays and during all hours Sundays and city observed federal holidays. The Project would comply with the City's construction hours regulations, as required by standard City Conditions of Approval. Construction activities are anticipated to last approximately 11 months. There are many ways to rate noise for various time periods, but an appropriate rating of ambient noise affecting humans also accounts for the annoying effects of sound. The equivalent continuous sound level (Leq) is the total sound energy of time-varying noise over a sample period. However, the predominant rating scales for human communities in the State of California are the Leq and Community Noise Equivalent Level (CNEL) or the day-night average noise level (Ldn) based on A-weighted decibels. CNEL is the time- weighted average noise over a 24-hour period, with a 5 dBA weighting factor applied to the hourly Leq for noises occurring from 7:00 p.m. to 10:00 p.m. (defined as relaxation hours) and a 10 dBA weighting factor applied to noises occurring from 10:00 p.m. to 7:00 a.m. (defined as sleeping hours). Ldn is similar to the CNEL scale but without the adjustment for events occurring during relaxation hours. CNEL and Ldn are within 1 dBA of each other and are normally interchangeable. The City uses the CNEL noise scale for long-term traffic noise impact assessment. Noise impacts from construction activities associated with the proposed project would be a function of the noise generated by construction equipment, equipment location, sensitivity of nearby land uses, and the timing and duration of the construction activities. The nearest sensitive receptors would include residential uses, approximately 135 feet south of the from the center of proposed construction activities within the Project site. In order to determine if the proposed construction activities would create a significant substantial temporary noise increase, the FTA construction noise criteria thresholds was utilized, which states that a significant construction noise impact would occur if construction noise exceeds 80 dBA during the daytime at any of the nearby homes. Table 5-14 lists typical construction equipment noise levels recommended for noise impact assessments, based on a distance of 50 feet between the equipment and a noise receptor, taken from the Federal Highway Administration (FHWA) Roadway Construction Noise Model. As shown in Table 5-14, Project construction composite noise levels at a distance of 50 feet would range from 74 dBA Leq to 89 dBA Leq, with the highest noise levels occurring during the demolition phase. Table 5-15 shows the nearest sensitive uses to the project site, their distance from the center of construction activities, and composite noise levels Page 1 115 INITIAL STUDY City of Tustin expected during construction. These noise level projections do not consider intervening topography or barriers. While construction noise will vary, it is expected that composite noise levels during construction at the nearest off-site sensitive residential use to the south would reach an average noise level of 80 dBA Leq during daytime hours. These predicted noise levels would only occur when all construction equipment is operating simultaneously, which is unlikely, and therefore, are assumed to be conservative in nature. While construction-related short-term noise levels have the potential to be higher than existing ambient noise levels in the Project area under existing conditions, construction noise would be temporary and intermittent. Construction noise would stop following completion of the Project. Therefore, Project construction would result in a less than significant impact. Table 5-14: Typical Construction Equipment Noise Levels Equipment Descri tion Acoustical Usage Factor(%)l Maximum Noise Level (Lmax) at 50 Feet2 Auger Drill Rig 20 84 Backhoes 40 80 Compactor(ground) 20 80 Compressor 40 80 Cranes 16 85 Dozers 40 85 Dump Trucks 40 84 Excavators 40 85 Flat Bed Trucks 40 84 Forklift 20 85 Front-end Loaders 40 80 Graders 40 85 Impact Pile Drivers 20 95 Jackhammers 20 85 Paver 50 77 Pickup Truck 40 55 Pneumatic Tools 50 85 Pumps 50 77 Page 1 116 INITIAL STUDY City of Tustin Rock Drills 20 85 Rollers 20 85 Scrapers 40 85 Tractors 40 84 Trencher 50 80 Welder 40 73 Source:Appendix I Noise Impact Analysis 1 Usage factor is the percentage of time during a construction noise operation that a piece of construction equipment is operating at full power. 2 Maximum noise levels were developed based on Specification 721.560 from the Central Artery/ Tunnel program to be conslstent with the City of Boston's Noise Code for the"Big Dig"project FHWA= Federal Highway Administration Lmax =maximum instantaneous soundlevel Table 5-15: Potential Construction Noise Impacts at Nearest Receptors Composite Noise Composite Receptor Level (dBA Leq) at Distance (feet) Noise Level (Location) 50 feet/ (dBA Leq) Residences(South) 135 80 Residences(East) 285 73 89 Commercial (West) 285 73 School (North) 670 66 Source:Appendix I Noise Impact Analysis Operation The Project proposes the construction of 40 residential units, including 18 duplexes and 4 single family units, as well as the incorporation of open recreational space, landscaping, and drive aisles. Noise generated by the Project would primarily occur from traffic . In order to assess the potential traffic impacts related to the proposed project, anticipated traffic that would result from Project operation was used to determine future noise levels on surrounding land uses as a result of the Project. It is anticipated that a net addition of 297 average daily trips (ADT) would be generated by the proposed Project in addition to the existing traffic levels. The results of Project noise modeling determined that an increase of approximately 0.06 dBA CNEL from existing noise levels (as shown in Table 5-13) is expected to result from the Project along the streets adjacent to the Project site. A noise level increase of less than 1 dBA would not be perceptible to the human ear; Page 1 117 __. INITIAL STUDY City of Tustin therefore, the traffic noise increase in the vicinity of the project site resulting from the proposed project would be less than significant. b) Generation of excessive ground-borne vibration or ground-borne noise levels? Less than Significant Impact. Construction Construction vibration analysis discusses the level of human annoyance using vibration levels in VdB and assesses the potential for building damages using vibration levels in PPV (in/sec). This is because vibration levels calculated in VdB are best for characterizing human response to building vibration, while calculating vibration levels in PPV is best for characterizing the potential for damage. Table 5-16: Vibration Source Amplitudes for Construction Equipment Equipment Reference PPVILV at 25 ft PPV (inlsec) LV(VdB)l Pile Driver(Impact), Typical 0.644 104 Pile Driver(Sonic), Typical 0.170 93 Vibratory Roller 0.210 94 Hoe Ram 0.089 87 Large Bulldozer' 0.089 87 Caisson Drilling 0.089 87 Loaded Trucks' 0.076 86 Jackhammer 0.035 79 Small Bulldozer 0.003 58 t RMS vibration velocity in decibels(VdB)is 1 uinlsec. 2 Equipment shown in bold is expected to be used on site. pinker=microinches per second LV = velocity in decibels PPV = peak ft=fooyfeet particle velocity FTA = Federal Transit Administration in/sec = RMS=root-mean-square inchhnches per second Vd8=vibration velocity decibels Source:Appendix I Noise Impact Analysis Table 5-16 shows the PPV and VdB values at 25 feet from the construction vibration source. Bulldozers and other heavy-tracked construction equipment(expected to be used for this Project) generate approximately 0.089 PPV in/sec or 87 VdB of ground-borne Page 1 118 INITIAL STUDY City of Tustin vibration when measured at 25 feet, based on the FTA Manual. The distance to the nearest buildings for vibration impact analysis is measured between the nearest off-site buildings and the project construction boundary (assuming the construction equipment would be used at or near the project setback line). The threshold at which vibration levels would result in annoyance would be 78 VdB for daytime residential uses. FTA guidelines indicate that for a non-engineered timber and masonry building, the construction vibration damage criterion is 0.2 in/sec in PPV. Table 5-17: Potential Construction Vibration Annoyance Impacts at Nearest Receptor Receptor(Location) Reference Vibration Distance (ft)2 Vibration Level Level (VdB) at 25 ftl (VdB) Residences (South) 135 65 Residences(East) 87 285 55 Commercial (West) 285 55 School (North) 670 44 Source:Appendix I Noise Impact Analysis The reference vibration level is associated with a large bulldozer,which is expected to be representative of the heavy equipment used during construction. 2 The reference distance is associated with the average condition,identified by the distance from the center of construction activities to surrounding uses. ft=foot/feet VdB=vibration velocity decibels Table 5-18: Potential Construction Vibration Damage Impacts at Nearest Receptor Receptor(Location) Reference Vibration Distance (ft) 2 Vibration Level Level (VdB) at 25 ftl (VdB) Residences(South) 35 0.054 Residences(East) 87 50 0.031 Commercial (West) 50 0.031 School (North) 520 0.001 Source,Appendix I Noise Impact Analysis The reference vibration level is associated with a large bulldozer,which is expected to be representative of the heavy equipment used during construction. 2 The reference distance is associated with the peak condition,identified by the distance from the perimeter of construction activities to surrounding structures. ft=foot feet VdB=vibration velocity decibels Pagel 119 INITIAL STUDY City of Tustin Based on the information provided in Table 5-17, vibration levels are expected to approach 65 VdB at the closest residential uses located immediately south of the Project site, which is below the 78 VdB threshold for annoyance. The closest structure to the project site is the residential uses to the south of site, approximately 33 feet from the limits of construction activity. It is expected that vibration levels generated by dump trucks and other large equipment that would operate near the property line would generate ground-borne vibration levels of up to 0.054 PPV (in/sec) at the closest structure to the Project site. This vibration level would not exceed the 0.2 PPV (in/sec) threshold considered safe for non- engineered timber and masonry buildings. All other structures are further away and would experience lower vibration levels. Because construction activities are regulated by the City's Municipal Code, which states that construction, maintenance, or demolition activities are allowed between the hours of 7:00 a.m. and 6:00 p.m. Monday through Friday and 9:00 a.m. and 5:00 p.m. on Saturdays, vibration impacts would not occur during the more sensitive nighttime hours. Therefore, vibration impacts would be less than significant. Operation The proposed project would not generate vibration levels related to on-site operations. In addition, vibration levels generated from project-related traffic on the adjacent roadways are unusual for on-road vehicles because the rubber tires and suspension systems of on- road vehicles provide vibration isolation. Vibration levels generated from Project-related traffic on the adjacent roadways would be less than significant. 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? Less Than Significant Impact. Airport-related noise levels are primarily associated with aircraft engine noise made while aircraft are taking off, landing, or running their engines while still on the ground. The closest airport to the proposed Project site is John Wayne Airport (JWA), located approximately 5.15 miles south of the Project site. The Project site is outside the 65 dBA CNEL noise contour, or Noise Impact Zone 1", and the 60 dBA CNEL noise contour, or Noise Impact Zone "2", of JWA based on the JWA Airport Impact Zones map in the Airport Environs Land Use Plan (Orange County Airport Land Use Commission 2008). Therefore, the Project site is not expected to experience airport related noise levels in excess of the City of Tustin exterior standards. Impacts would be less than significant. Existing Plans, Programs, or Policies PPP N-1: City of Tustin Municipal Code Section 4616, Specific Disturbing Noises Prohibited Page 1 120 INITIAL STUDY City of Tustin (2) Construction, repairing, remodeling or demolition and grading. The erection, demolition, alteration, repair, excavation, grading, paving or construction of any building or site is prohibited between the hours of 6:00 p.m. and 7:00 a.m., Monday through Friday and 5:00 p.m. and 9:00 a.m. on Saturdays and during all hours Sundays and city observed federal holidays. Trucks, vehicles and equipment that are making or are involved with material deliveries, loading or transfer of materials, equipment service, maintenance of any devices or appurtenances to any construction project in the City shall not be operated on or adjacent to said sites outside of the approved hours for construction activity. Mitigation Measures None, Sources City of Tustin, 2018. City of Tustin General Plan Noise Element. Accessed: htt s://www.tustinca.or /DocumentCenter/View/713/Cit -of-Tustin-General-Plan-PDF City of Tustin, 2022. City of Tustin Municipal Code (2022 Update 1). Accessed: https:/flibrary.municode.com/ca/tustin/codes/code of ordinances LSA, 2022. Noise and Vibration Impact Analysis (Appendix 1) Page 1121 INITIAL STUDY City of Tustin 5.14. POPULATION AND HOUSING Would the Project: Potentially Less Than Less Than No Impact Significant Significant Significant Impact with Impact Mitigation Incorporated 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)? b) Displace substantial numbers of ❑ ❑ ❑ Z existing people or housing, necessitating the construction of replacement housing elsewhere? a. Induce substantial unplanned population growth in an area, either directly of indirectly? Less than Significant Impact. The California Department of Finance (GDF) data details that the City of Tustin has a residential population of 79,535 and 28,321 housing units in 2022. In addition, it is estimated that the City has an average of 2.89 persons per household. The Project would remove the existing office buildings and construct 18 duplexes and four single-family residences, for a total of 40 residential units. Based on this information, the proposed 40 residential units would result in an increase of approximately 116 new residents. The 2020-2045 SCAG Regional Transportation Plan/Sustainable Communities Strategy (RTP/SCS) assumed the population within the City of Tustin to grow from 82,100 in 2016 to 92,600 in 2045 (approximately 13 percent). The addition of 116 new residents would represent a population increase of 0.1 percent and the new housing units would result in a 0.1 percent increase in residential units within the City. As the Project consists of redevelopment of a site that would generate less than one-half percent growth, potential impacts related to substantial unplanned population growth would be less than significant. Additionally, the proposed Project is located in an urbanized residential area of the City that is already served by existing roadways and infrastructure systems. No infrastructure would be extended to serve areas beyond the Project site, and indirect impacts related to growth would not occur from implementation of the proposed Project. Therefore, potential impacts related to inducement of unplanned population growth, either directly or indirectly, would be less than significant. b. Displace substantial numbers of existing people or housing, necessitating the construction of replacement housing elsewhere? Page 1122 INITIAL STUDY City of Tustin No Impact. The Project site is currently developed with two office buildings and does not contain any housing. The Project would redevelop the site to construct 18 duplexes and four single-family residences, for a total of 40 residential units. No people or housing would be displaced by implementation of the proposed Project. Conversely, housing would be developed by the Project. Thus, no impact would occur. Existing Plans, Programs, or Policies None. Mitigation Measures None, Sources California Department of Finance. 2022. E-5 Population and Housing Estimates for Cities, Counties, and the State, January 2021-2022, with 2020 Benchmark. Accessed: https://dof.ca.gov/forecasting/demo raphics/estimates/e-5-population-and-housing- estimates-for-cities-cou nties-and-the-state-2020-20221 Page 1123 INITIAL STUDY City of Tustin 5.15. PUBLIC SERVICES a) Would the Project result in Potentially Less Than Less Than No Impact substantial adverse physical Significant Significant Significant impacts associated with the Impact with Impact provision of new or physically Mitigation altered governmental facilities, need Incorporated 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? ❑ ❑ ® ❑ ii. Police protection? ❑ ❑ ® ❑ iii. Schools? ❑ ❑ ® ❑ iv. Parks? ❑ ❑ ® ❑ v. Other public facilities? ❑ ❑ ® ❑ 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? ii. Police protection? iii. Schools? iv. Parks? v. Other public facilities? Fire Protection — Less than Significant Impact. Fire Services for Tustin are provided by Orange County Fire Authority (OCFA). OCFA operates three fire stations throughout the City of Tustin, described below: • OCFA Fire Station #21 is closest to the Project site. It is located at 1241 Irvine Boulevard., which is 0.76-mile from the Project site. Page 1 124 INITIAL STUDY City of Tustin • OCFA Fire Station #37 is located 2.32 miles from the Project site at 15011 Kensington Park Drive. • OCFA Fire Station #43 is located 2.88 miles from the Project site at 11490 Pioneer Way. The proposed Project would remove the existing office buildings and develop 18 duplexes and four single-family residences, for a total of 40 residential units. Implementation of the Project would be required to adhere to the California Fire Code, as included in the City's Municipal Code Section 8100, as part of the permitting process the Project plans would be reviewed by the City's Building Division to ensure that the Project plans meet the fire protection requirements. Due to the small increase in onsite people that would occur from implementation of the Project, an incremental increase in demand for fire protection and emergency medical services would occur. However, the increase in residents onsite is limited (estimated 116 residents)and would not increase demands such that the existing three fire stations would not be able to accommodate servicing the Project in addition to its existing commitments. Provision of a new or physically altered fire station would not be required that could cause environmental impacts. Therefore, impacts related to fire protection services from the proposed Project would be less than significant. Police Protection — Less than Significant Impact. The City of Tustin Police Department is located at 300 Centennial Way, which is 0.32 mile from the Project site. The Police Department staffing consists of 100 sworn officers and 55 Civilian Support Personnel. Based on the California DOF population data for the City in 2022 of 79,535, the City has approximately 1.26 sworn officers per 1 ,000 residents. Development of the proposed 40 residential units would result in an incremental increase in demands on law enforcement services. However, the increase would not be significant when compared to the current demand levels. As described previously, the residential population of the Project site at full occupancy would be approximately 116 residents and based on the Police Department's staffing of 1 .26 officers per thousand population, the proposed Project would require 0.27 percent of an additional officer. Since the need by the Project is less than one full-time officer, the Project would not require the construction or expansion of the City's existing policing facilities. Thus, substantial adverse physical impacts associated with the provision of new or expanded facilities would not occur. Thus, impacts related to police services would be less than significant. Schools — Less than Significant Impact. The Project site is located within the Tustin Unified School District. The Tustin UnifiedSchool District includes 16 Elementary Schools, two K-8 Schools, two Online Schools (K-12), four Middle Schools, one Legacy Magnet Academy, four High Schools, and one Adult Education School. The schools that would serve the Project are: Helen EStock Elementary School located at 14741 N B Street, which is 0.27 miles from the Project site; Columbus Tustin Middle School located at 17952 Beneta Way, which is 0.1 miles from the Project site; and Tustin High School located at 1171 EI Camino Real, which is 0.78 miles from the Project site. Page 1 125 INITIAL STUDY City of Tustin The Project would develop 18 duplexes and four single-family residences (40 units total). The State Office of Public School Construction utilizes a student yield factor of 0.7 students per dwelling unit. Using this factor, the proposed 40 residences could result in approximately 28 new students that would range in age from elementary through high school. Pursuant to Government Code Section 65995 et seq., the need for additional school facilities is addressed through compliance with school impact fee assessment. Senate Bill 50 (Chapter 407 of Statutes of 1998) sets forth a state school facilities construction program that includes restrictions on a local jurisdiction's ability to condition a project on mitigation of a project's impacts on school facilities in excess of fees set forth in the Government Code. These fees are collected by school districts at the time of issuance of building permits for development projects. Pursuant to Government Code Section 65995 applicants shall pay developer fees to the appropriate school districts at the time building permits are issued; and payment of the adopted fees provides full and complete mitigation of school impacts. As a result, impacts related to school facilities would be less than significant with the Government Code required fee payments. Parks — Less than Significant Impact. The City of Tustin has over 100 acres of parks, activity buildings, and athletic facilities. The parks closest to the Project site include the following: • Columbus Tustin Park located at 14712 Prospect Avenue, which is approximately 108 feet north from the Project site. This park is approximately 10 acres and contains the following facilities: Playground, tennis courts, baseball field/softball diamond, parking„ picnic areas including shelters and tables, and restrooms. • Peppertree Park located at 230 W First Street, which is 0.23 mile from the Project site. This park is approximately 6.7 acres and contains the following facilities: baseball/softball diamond, BBQs, bocce ball court, horseshoe pit, parking, picnic areas including shelters and tables, and restrooms. • Pine Tree Park located at 1402 Bryan Ave, which is 0.83 miles from the Project site. This park is approximately 4 acres and contains the following facilities: volleyball court, playground, picnic areas, and restrooms. The Project would develop 40 new residential units and 10,531 square feet of common open space recreation area on the site for use by residents. As described previously, The Project would result in approximately 116 residents. Residential uses are required to pay a park development fee. The City's Municipal Code Section 9331 provides parkland dedication requirements that are based on the number of dwelling units. Based on the Code's requirement of 0.0067 acres of parkland per dwelling unit, the Project would require 0.27 acres or 11,761 .2 square feet of parkland dedication. Therefore, a majority of the Project's park demand would be met by the provision of the onsite recreation areas. In addition, as described previously, the City currently has over 100 acres of park facilities, including three parks within 1-mile of the Project site. Therefore, impacts related to the need to provide new or altered park and recreation facilities in order to maintain acceptable service ratios would be less than significant. Other Facilities— Less than Significant Impact. The proposed Project would redevelop the Project site with 18 duplexes and four single-family residences (40 units total) within an area that already contains residential land uses. The additional residences would result in a limited incremental increase in the need for additional services, such as public Page 1126 INITIAL STUDY City of Tustin libraries and post offices, etc. Because the Project area is already served by other services and the Project would result in a limited increase in population, the Project would not result in the need for new or physically altered facilities to provide other services, the construction of which could cause significant environmental impacts. Therefore, impacts would be less than significant. Existing Pians, Programs, or Policies PPP PS-1: Schools Development Impact Fees. Prior to issuance of building permit, the Project shall pay applicable development fees levied by the Tustin Unified School District pursuant to the School Facilities Act (Senate Bill [SB] 50, Stats. 1998, c.407). PPP PS-2: Park Fees. As a condition of the approval of a tentative map, the Project shall pay applicable park related fees pursuant to Municipal Code 9331. Mitigation Measures None. Sources City of Tustin Fire. Accessed: https://www.tustinca.org/414/Fire City of Tustin Municipal Code. Accessed: https:l/Iibrary.municode.com/ca/tustin/codes/code of ordinances City of Tustin Parks and Recreation. Parks Information. Accessed: https://www.tustinca.org/715/Parks-Information City of Tustin Police. About Us. Accessed: https://www.tustinca.org/l 69/Police Office of Public School Construction. 2009. State of California Enrollment Certification/Projection — School Facility Program.. Accessed: https://www.dgsapps.dgs,ca.gov/OPSC/abl014/sab50-01 instructions.pdf. Tustin Unified School District. Accessed: https://www.tustin.kl2.ca.us/ Page 1127 - INITIAL STUDY City of Tustin 5.16. RECREATION Would the Project: Potentially Less Than Less Than No Impact Significant Significant Significant Impact with Impact Mitigation Incorporated 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? b) Does the project include ❑ ❑ El recreational facilities or require the construction or expansion of recreational facilities 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? Less than Significant Impact.The Project would develop 40 residential units and 10,531 square feet of common open space recreation area on the site for use by residents. Therefore, some of the Project's park and recreational demand would be met by the provision of the onsite facilities. The City currently has over 100 acres of parkland, with three parks within one mile of the site. As described previously in the parks discussion, the Project would result in approximately 116 new residents. Due to the limited increase in population from implementation of the Project, provision of onsite open space and recreational facilities, and the amount of existing recreation facilities near the site, impacts related to the increase in the use of existing parks and recreational facilities, such that physical deterioration of the facility would be accelerated would be less than significant.. 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? Less than Significant Impact. As described above, the Project includes 10,531 square feet of open space recreation area. The impacts of development of the park open space recreation area are considered part of the impacts of the proposed Project as a whole and are analyzed throughout the various sections of this MND. For example, activities such as excavation, grading, and construction as required for the recreation area are Page 1128 INITIAL STUDY City of Tustin analyzed in the Air Quality, Greenhouse Gas Emissions, Noise, and Transportation Sections. In addition, while the Project would contribute park development fees pursuant to Municipal Code 9331 (included as PPP PS-2) to be used towards the future expansion or maintenance parks and recreational facilities, these fees are standard with every residential development, and the proposed Project would not require the construction or expansion of other recreational facilities that might have an adverse physical effect on the environment. As a result, impacts would be less than significant. Existing Plans, Programs, or Policies None. Mitigation Measures None. Sources City of Tustin Municipal Code. Accessed: https://IibrarV.municode.com/ca/tustin/codes/code of ordinances Page 1129 INITIAL STUDY City of Tustin 5.17. TRANSPORTATION Would the project: Potentially Less Than Less Than No Impact Significant Significant Significant Impact with Impact Mitigation Incorporated a) Conflict with a program, plan, ❑ ❑ ® ❑ ordinance, or policy addressing the circulation system, including transit, roadway, bicycle, and pedestrian facilities? b) Conflict or be inconsistent with ❑ ❑ ® ❑ CEQA Guidelines § 15064.3, subdivision (b)? c) Substantially increase hazards ❑ ❑ ® ❑ due to a geometric design feature (e.g., sharp curves or dangerous intersections) or incompatible uses (e.g., farm equipment)? d) Result in inadequate emergency ❑ ❑ ❑ access? 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 proposed Project would develop the Project site with 40 residential units. The trip generation for the Project was calculated using trip rates from the Institute of Transportation Engineers (ITE), Trip Generation 11th Edition, 2021 . As shown in Table T-1, the existing number of trips generated by existing uses of the Project site is 592. The Project would generate approximately 297 daily trips including 20 trips during the AM peak hour and 24 trips during the PM peak hour. This is 295 fewer daily trips than generated by the existing uses. Table T-1: Project Trip Generation AM Peak Hour PM Peak Hour Land Use Units Daily In Out Total In Out Total Trip Rates Page 1 130 INITIAL STUDY City of Tustin Business Park' TSF 12.44 1.15 0.20 1.35 0.32 0.90 1.22 Single-Family Detached DU 9.43 0.18 0.52 0.70 0.59 0.35 0.94 Housing2 Single-Family Attached DU 7.20 0.15 0.33 0.48 0.32 0.25 0.57 Housing' Existing Trip Generation Existing Business Park 47.583 -592 -55 -10 -64 -15 -43 -58 TSF Project Trip Generation Single-Family Detached 4 DU 38 1 2 3 2 1 4 Housing Single-Family Attached 36 DU 259 5 12 17 12 9 21 Housing Total Project Trip 297 6 14 20 14 10 24 Generation Net Trip Generation -295 -49 4 -44 -1 -33 -34 TSF=Thousand Square Feet; DU=Dwelling Unit 'Trip rates from the Institute of Transportation Engineers, Trip Generation, 11'Edition,2021,Land Use Code 770-Business Park. All Sites 'Trip rates from the Institute of Transportation Engineers, Trip Generation, 11'h Edition, 2021, Land Use Code 210-Single-Family Detached Housing.All Sites. 'Trip rates from the Institute of Transportation Engineers, Trip Generation, 91'll Edition, 2021, Land Use Code 215-Single-Family Detached Housing.All Sites. Source:Vi Screening Analysis,Appendix J Transit Services. The Orange County Transportation Authority (OCTA) operates 58 local bus routes through all cities in Orange County, including Tustin. Bus routes that run through the City include OCTA routes 59 60, 64, 66, 70, 71, 72, 79, 90, 167, 472,and 473 that serve major destinations in the region. OCTA Route 64 and 71 are the closest to the Project site. Route 64 runs from the Westminster Mall Area along Bolsa/First St. to the Larwin Square shopping area. It operates Monday through Friday from 4:20 a.m. to 11 :45 p.m. and on weekends from 5:10 a.m. to 11:00 p.m. with 15-minute headways. Route 71 runs from Hoag Hospital along Newport Blvd, Red Hill Ave, and Tustin St. to the Placentia Linda Hospital. It operates Monday through Friday from 5:20 a.m. to 10:45 p.m. and on weekends from 5:45 a.m. to 6:15 p.m. with 45-minute headways. The nearest bus stop to the Project site is approximately 1,200 feet southwest, located at the intersection of First Street and Prospect Avenue, and is served by OCTA Route 64 and 71. These existing transit Page 1 131 INITIAL STUDY City of Tustin services would serve Project residents. The proposed 40 residential units would not alter or conflict with existing transit stops and schedules, and impacts related to transit services would not occur. Bicycle Circulation. The City of Tustin General Plan Figure C-5, Bikeway Master Plan, identifies a Class II bicycle lane along Prospect Avenue that runs adjacent to the Project site. Additionally, the plan identifies a potential future route through Columbus Tustin Park located across Irvine Boulevard from the Project site. The Project would not impact existing or planned facilities, including temporary or operational, direct or indirect, obstructions. There are no other existing or proposed bicycle facilities within or adjacent to the Project site. Thus, impacts related to existing bicycle program, plan, ordinance, or policies would not occur from the Project. Pedestrian Facilities. The Project site is located in a developed urban area with sidewalks available along all nearby roadways. The proposed onsite roadway system includes sidewalks throughout the Project site that would connect to the offsite sidewalks. This would facilitate pedestrian use and walking to nearby locations. Therefore, the proposed Project would improve, and not conflict with, pedestrian facilities. Thus, impacts related to pedestrian facilities would not occur. b. Conflict or be inconsistent with CEQA Guidelines § 15064.3, subdivision (b)? Less than Significant Impact. Senate Bill (SB) 743 was signed by Governor Brown in 2013 and required the Governor's Office of Planning and Research (OPR) to amend the CEQA Guidelines to replace LOS for evaluating transportation impacts. SB 743 specified that the new criteria should promote the reduction of GHG emissions, the development of multimodal transportation networks and a diversity of land uses. In response, Section 15064.3 was added to the CEQA Guidelines that became effective on July 1, 2020 and requires that Vehicle Miles Traveled (VMT) be evaluated for impacts and provides lead agencies with the discretion to choose the most appropriate methodology and thresholds for its evaluation. The City of Tustin has not yet adopted criteria for evaluating VMT impacts under CEQA, therefore, OPR's Technical Advisory on Evaluating Transportation Impacts In CEQA, December 2018, which provides guidelines for analysis of transportation impacts under CEQA, was used. The QPR guidelines state that small projects with less than 110 average net daily trips are generally exempt from having to analyze VMT. As shown in Table T-1, the Project would generate 295 fewer daily trips than the existing land use. Therefore, the Project would have a less than significant impact on VMT and no further analysis is required. c. Substantially increase hazards due to a geometric design feature (e.g., sharp curves or dangerous intersections) or incompatible uses (e.g., farm equipment)? Less than Significant Impact. The Project would develop and operate 40 new residential units on the site. None of the proposed structures would include incompatible uses such as farm equipment. The Project would also not increase any hazards related to a design feature. The onsite drives would be developed in conformance with City design standards. The City's construction permitting process includes review of Project Page 1 132 INITIAL STUDY City of Tustin plans to ensure that no potentially hazardous transportation design features would be introduced by the Project. For example, the design of the onsite circulation would be reviewed to ensure fire engine accessibility is provided to the fire code standards. Also, access to the Project site would be provided by a 27-foot-wide driveway along Irvine Boulevard that would be designed in compliance with the City's design standards to provide for adequate turning for passenger cars, fire trucks, and delivery trucks. As a result, impacts related to geometric design feature would be less than significant. d. Result in inadequate emergency access? No Impact. The proposed Project would develop and operate 40 residential units that would be permitted and approved in compliance with existing safety regulations, such as the California Building Code and Fire Code (as integrated into the City's Municipal Code) to ensure that it would not result in inadequate emergency access. The proposed construction activities, including equipment and supply staging and storage, would occur within the Project site and would not restrict access of emergency vehicles to the Project site or adjacent areas. During construction, Irvine Boulevard would remain open to ensure adequate emergency access to the Project area and vicinity. Thus, impacts related to inadequate emergency access during construction activities would not occur. As described above, operation of the proposed Project would also not result in inadequate emergency access. Direct access to the Project site would be provided from Irvine Boulevard. The driveways and on-site circulation constructed by the Project would be evaluated through the City's permitting procedures to meet the City's design standards that provides adequate turning space for passenger cars, fire trucks, and delivery trucks. The Project is also required to provide fire suppression facilities (e.g., hydrants and sprinklers). The OCFA would review the development plans as part of the plan check and permitting procedures to ensure adequate emergency access pursuant to the requirements in Section 503 of the California Fire Code (Title 24, California Code of Regulations, Part 9). As a result, impacts related to inadequate emergency access would not occur. Existing Plans, Programs, or Policies None. Mitigation Measures None. Sources Vehicle Miles Traveled (VMT) Screening Analysis, prepared by EPD Solutions, Inc., 2022. (Appendix J). Page 1 133 INITIAL STUDY City of Tustin 5.18. TRIBAL CULTURAL RESOURCES a) Would the Project cause a substantial Potentially Less Than Less Than No adverse change in the significance of a Significant Significant Significant Impact tribal cultural resource, defined in Public Impact with Impact Resources Code Section 21074 as either a Mitigation site, feature, place, cultural landscape that Incorporated 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 Register 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 discretion and supported by substantial evidence, to be significant pursuant to criteria set forth in subdivision (c) of Public Resources Code Section 5024.1. In applying the criteria set forth in subdivision (c) of Public Resource Code Section 5024.1, the lead agency shall consider the significance of the resource to a California Native American tribe? AB 52 and SB 18 Requirements The Project would be required to comply with AB 52 and SB 18 regarding tribal consultation. Chapter 532, Statutes of 2014 (i.e., AB 52), requires that Lead Agencies evaluate a project's potential to impact"tribal cultural resources." Such resources include sites, features, places, cultural landscapes, sacred places, and objects with cultural value to a California Native American tribe that are eligible for inclusion in the California Register or included in a local register of historical resources (PRC Section 21074). AB 52 also gives Lead Agencies the discretion to determine, supported by substantial evidence, whether a resource falling outside the definition stated above nonetheless qualifies as a "tribal cultural resource." SB 18 requires cities and counties acting as Lead Agency to contact and consult with California Native American tribes before adopting or amending a General Plan. The intent of SB 18 is to establish meaningful consultation between tribal governments and local governments at the earliest possible point in the planning process and to enable tribes to manage cultural places. Cultural places are defined as a Native American sanctified cemetery, place of worship, religious or ceremonial site, or sacred shrine (PRC Section Page 1134 INITIAL STUDY City of Tustin 5097.9), or a Native American historic, cultural, or sacred site, that is listed or may be eligible for listing in the California Register, including any historic or prehistoric ruins, any burial ground, or any archaeological or historic site (PRC Section 5097.993). In addition, as part of the Cultural Resources Study (BFSA 2022) a Sacred Lands File search was requested from the NAHC on April 4, 2022. The NAHC responded on May 16, 2022, stating that there are no known sacred lands within a 1-mile radius of the Project site, and requested that 15 Native American individuals be contacted for further information regarding the general area vicinity. In compliance with the NAHC request, on May 17, 2022, letters were sent to all of the 15 Native American tribes that may have knowledge regarding tribal cultural resources in the Project area, which are: • Campo Band of Diegueno Mission Indians • Ewiiaapaayp Band of Kumeyaay Indians • Gabrieleno Band of Mission Indians - Kizh Nation • Gabrieleno/Tongva San Gabriel Band of Mission Indians • Gabrielino Tongva Indians of California Tribal Council • Gabrielino/Tongva Nation • Gabrielino-Tongva Tribe • Juaneno Band of Mission Indians Acjachemen Nation - Belardes • La Pasta Band of Diegueno Mission Indians • Manzanita Band of Kumeyaay Nation • Mesa Grande Band of Diegueno Mission Indians • Pala Band of Mission Indians • Santa Rosa Band of Cahuilla Indians • Soboba Band of Luiseno Indians • Sycuan Band of the Kumeyaay Nation One response was received on May 23, 2022, from the Gabrieleno Band of Mission Indians - Kizh Nation. Consultation with the tribe was conducted via email. Measures were provided by the tribe on August 26, 2022 to the City. The City and applicant accepted proposed measures on August 30, 2022 and consultation was closed. No other requests for consultation under AB 52 or SB 18 regarding the proposed Project were received by the City. a. Would the project 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: Page 1135 _ INITIAL STUDY City of Tustin 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)7 Less than Significant Impact. As detailed previously in Section 5.5, Cultural Resources, the Project site was used for agricultural purposes prior to its development for office uses in 1971. The Department of Parks and Recreation Primary Record form prepared for the Project details that the site does not meet any of the historic resource criteria and does not meet the definition of an historical resource pursuant to CEQA (DPR 2022). In addition, the Cultural Resources Study (Appendix B) prepared for the Project included a search of the California Historical Resource Information System (CHRIS) at the South Central Coastal Information Center (SCCIC), located at California State University, Fullerton, and did not identify any historical resources as defined in Public Resources Code section 5020.1(k) on the Project site. Furthermore, the Sacred Lands File search completed by the NAHC stated that there are no known sacred lands within a 1-mile radius of the Project site. Therefore, no substantial evidence exists that tribal cultural resources are present in the Project site, and potential impacts would be less than significant. ii. A resource determined by the lead agency, in its discretion and supported by substantial evidence, to be significant pursuant to criteria set forth in subdivision (c) of Public Resources Code Section 5024.1. In applying the criteria set forth in subdivision (c) of Public Resource Code Section 5024.1, the lead agency shall consider the significance of the resource to a California Native American tribe? Less than Significant with Mitigation Incorporated. The Geotechnical Investigation describes that the site locally underlain by alluvial soils that is locally overlain by artificial fill. Project construction would require the trenching and excavation of soils of approximately five feet below grade. Based on the site soils and excavation depths, there is a limited potential for the Project to impact tribal cultural resources. However, pursuant to consultation with the Gabrielino Band of Mission Indians — Kizh Nation Tribe, Mitigation Measures TCR-1 through TCR-3 have been included to require tribal monitoring, to prescribe activities should any inadvertent discoveries of tribal cultural resources be unearthed by project construction activities, and to prescribe activities should any human remains orfunerary remains be discovered during project construction. Mitigation Measure TCR-1 through TCR-3 would reduce potential impacts to tribal cultural resources to a less than significant level. Additionally, as described previously and included as PPP CUL-1, California Health and Safety Code, Section 7050.5 requires that if human remains are discovered in the Project site, disturbance of the site shall halt and remain halted until the coroner has conducted an investigation. If the coroner determines that the remains are those of a Native American, he or she shall contact, by telephone within 24 hours, the Native American Heritage Commission. Therefore, with implementation of Mitigation Measures TCR-1 through TCR-3 and the existing regulations, impacts to TCRs would be less than significant. Existing Plans, Programs, or Policies Page 1 136 INITIAL STUDY City of Tustin PPP CUL-1: Human Remains. Listed previously in Section 5.5, Cultural Resources. Mitigation Measures Mitigation Measure TCR-1 Retain a Native American Monitor Prior to Commencement of Ground-Disturbing Activities. A. The project applicant/lead agency shall retain a Native American Monitor from or approved by the Gabrieleno Band of Mission Indians — Kizh Nation. The monitor shall be retained prior to the commencement of any "ground-disturbing activity" for the subject project at all project locations (i.e., both on-site and any off-site locations that are included in the project description/definition and/or required in connection with the project, such as public improvement work). "Ground-disturbing activity" shall include, but is not limited to, demolition, pavement removal, potholing, auguring, grubbing, tree removal, boring, grading, excavation, drilling, and trenching. B. A copy of the executed monitoring agreement shall be submitted to the lead agency prior to the earlier of the commencement of any ground-disturbing activity, or the issuance of any permit necessary to commence a ground-disturbing activity. C. The monitor will complete daily monitoring logs that will provide descriptions of the relevant ground-disturbing activities, the type of construction activities performed, locations of ground-disturbing activities, soil types, cultural-related materials, and any other facts, conditions, materials, or discoveries of significance to the Tribe. Monitor logs will identify and describe any discovered TCRs, including but not limited to, Native American cultural and historical artifacts, remains, places of significance, etc., (collectively, tribal cultural resources, or "TCR"), as well as any discovered Native American (ancestral) human remains and burial goods. Copies of monitor logs will be provided to the project applicant/lead agency upon written request to the Tribe. D. On-site tribal monitoring shall conclude upon the latter of the following (1) written confirmation to the Kizh from a designated point of contact for the project applicant/lead agency that all ground-disturbing activities and phases that may involve ground-disturbing activities on the project site or in connection with the project are complete; or (2) a determination and written notification by the Kizh to the project applicant/lead agency that no future, planned construction activity and/or development/construction phase at the project site possesses the potential to impact Kizh TCRs. E. Upon discovery of any TCRs, all construction activities in the immediate vicinity of the discovery shall cease (i.e., not less than the surrounding 50 feet) and shall not resume until the discovered TCR has been fully assessed by the Kizh monitor and/or Kizh archaeologist. The Kizh will recover and retain all discovered TCRs in the form and/or manner the Tribe deems appropriate, in the Tribe's sole discretion, and for any purpose the Tribe deems appropriate, including for educational, cultural and/or historic purposes. Mitigation Measure TCR-2 Unanticipated Discovery of Human Remains and Associated Funerary Objects A. Native American human remains are defined in PRG 5097.98 (d)(1) as an inhumation or cremation, and in any state of decomposition or skeletal completeness. Funerary objects, called associated grave goods in Public Resources Code Section 5097.98, are also to be treated according to this statute. Page 1 137 INITIAL STUDY City of Tustin B. If Native American human remains and/or grave goods discovered or recognized on the project site, then all construction activities shall immediately cease. Health and Safety Code Section 7050.5 dictates that any discoveries of human skeletal material shall be immediately reported to the County Coroner and all ground-disturbing activities shall immediately halt and shall remain halted until the coroner has determined the nature of the remains. If the coroner recognizes the human remains to be those of a Native American or has reason to believe they are Native American, he or she shall contact, by telephone within 24 hours, the Native American Heritage Commission, and Public Resources Code Section 5097.98 shall be followed. C. Human remains and grave/burial goods shall be treated alike per California Public Resources Code section 5097.98(d)(1) and (2). D. Construction activities may resume in other parts of the project site at a minimum of 200 feet away from discovered human remains and/or burial goods, if the Kizh determines in its sole discretion that resuming construction activities at that distance is acceptable and provides the project manager express consent of that determination (along with any other mitigation measures the Kizh monitor and/or archaeologist deems necessary). (CEQA Guidelines Section 15064.5(f).) E. Preservation in place (i.e., avoidance) is the preferred manner of treatment for discovered human remains and/or burial goods. Any historic archaeological material that is not Native American in origin (non-TCR) shall be curated at a public, non-profit institution with a research interest in the materials, such as the Natural History Museum of Los Angeles County or the Fowler Museum, if such an institution agrees to accept the material. If no institution accepts the archaeological material, it shall be offered to a local school or historical society in the area for educational purposes. F. Any discovery of human remains/burial goods shall be kept confidential to prevent further disturbance, Mitigation Measure TCR-3 Procedures for Burials and Funerary Remains A. As the Most Likely Descendant ("MLD"), the Koo-nas-gna Burial Policy shall be implemented. To the Tribe, the term "human remains" encompasses more than human bones. In ancient as well as historic times, Tribal Traditions included, but were not limited to, the preparation of the soil for burial, the burial of funerary objects with the deceased, and the ceremonial burning of human remains. B. If the discovery of human remains includes four or more burials, the discovery location shall be treated as a cemetery and a separate treatment plan shall be created. C. The prepared soil and cremation soils are to be treated in the same manner as bone fragments that remain intact. Associated funerary objects are objects that, as part of the death rite or ceremony of a culture, are reasonably believed to have been placed with individual human remains either at the time of death or later; other items made exclusively for burial purposes or to contain human remains can also be considered as associated funerary objects. Cremations will either be removed in bulk or by means as necessary to ensure complete recovery of all sacred materials. D. in the case where discovered human remains cannot be fully documented and recovered on the same day, the remains will be covered with muslin cloth and a steel plate that can be moved by heavy equipment placed over the excavation opening to protect the remains. If this type of steel plate is not available, a 24-hour guard should be Page 1 138 INITIAL STUDY City of Tustin posted outside of working hours. The Tribe will make every effort to recommend diverting the project and keeping the remains in situ and protected. If the project cannot be diverted, it may be determined that burials will be removed. E. In the event preservation in place is not possible despite good faith efforts by the project applicant/developer and/or landowner, before ground-disturbing activities may resume on the project site, the landowner shall arrange a designated site location within the footprint of the project for the respectful reburial of the human remains and/or ceremonial objects. F. Each occurrence of human remains and associated funerary objects will be stored using opaque cloth bags. All human remains, funerary objects, sacred objects and objects of cultural patrimony will be removed to a secure container on site if possible. These items should be retained and reburied within six months of recovery. The site of reburial/repatriation shall be on the project site but at a location agreed upon between the Tribe and the landowner at a site to be protected in perpetuity. There shall be no publicity regarding any cultural materials recovered. The Tribe will work closely with the project's qualified archaeologist to ensure that the excavation is treated carefully, ethically and respectfully. If data recovery is approved by the Tribe, documentation shall be prepared and shall include (at a minimum) detailed descriptive notes and sketches. All data recovery data recovery-related forms of documentation shall be approved in advance by the Tribe. If any data recovery is performed, once complete, a final report shall be submitted to the Tribe and the NAHC. The Tribe does NOT authorize any scientific study or the utilization of any invasive and/or destructive diagnostics on human remains. Sources Cultural Resources Study, prepared by Brian F. Smith and Associates, 2022 (BFSA 2022), (Appendix B). Geotechnical and Infiltration Evaluation, prepared by GeoTek, Inc., 2021. (GeoTek 2021) (Appendix D). Page 1 139 - - - INITIAL STUDY City of Tustin 5.19. UTILITIES AND SERVICE SYSTEMS Would the Project: Potentially Less Than Less Than No Impact Significant Significant Significant Impact with Impact Mitigation Incorporat ed a) Require or result in the relocation or ❑ ❑ ® ❑ construction of new or expanded water, wastewater treatment, stormwater drainage, electric power, natural gas, or telecommunications facilities, the construction or relocation of which could cause significant environmental effects? b) Have sufficient water supplies ❑ ❑ z ❑ available to serve the project and reasonably foreseeable future development during normal, dry and multiple dry years? 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? 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? e) Comply with federal, state, and ❑ ❑ ❑ local management and reduction statutes and regulations related to solid waste? Page 1 140 - INITIAL STUDY City of Tustin a. Require or result in the relocation or construction of new or expanded water, wastewater treatment, stormwater drainage, electric power, natural gas, or telecommunications facilities, the construction or relocation of which could cause significant environmental effects? Less than Significant Impact. Water Infrastructure. The proposed Project would redevelop the Project site, which is currently served by the City's water infrastructure. An existing 8-inch water line in Irvine Boulevard currently provides water supplies to the Project site. The proposed Project would install new water lines on the Project site that would connect to the existing 8-inch water pipeline in Irvine Boulevard. The new onsite water system would convey water supplies to the proposed residences and landscaping through plumbing/landscaping fixtures that are compliant with the CALGreen Plumbing Code for efficient use of water. The proposed Project would continue to receive water supplies through the existing 8- inch water lines located within the Irvine Boulevard right-of-way that have the capacity to provide the increased water supplies needed to serve the proposed Project, and no expansions of the water pipelines that convey water to the Project site would be required. Installation of the new water distribution lines would only serve the proposed Project and would not provide new water supplies to any off-site areas. The construction activities related to the onsite water infrastructure that would be needed to serve the proposed residences are included as part of the proposed Project and would not result in any physical environmental effects beyond those identified throughout this MND. For example, analysis of construction emissions for excavation and installation of the water infrastructure is included in Sections 5.3, Air Quality and 5.8, Greenhouse Gas Emissions. Therefore, the proposed Project would not result in the construction of new water facilities or expansion of existing facilities, the construction of which could cause significant environmental effects, and impacts would be less than significant. Wastewater Infrastructure. The Project site is currently served by the existing 8-inch sewer line within Irvine Boulevard. The Project includes installation of onsite sewer lines that would connect to the existing 8-inch sewer line in Irvine Boulevard. The construction activities related to installation of the onsite sewer infrastructure that would serve the proposed Project, is included as part of the proposed Project and would not result in any physical environmental effects beyond those identified throughout this MND. For example, analysis of construction emissions for excavation and installation of the sewer infrastructure is included in Section 5.3, Air Quality and 5.8, Greenhouse Gas Emissions, and noise volumes from these activities are evaluated in Section 5.13, Noise. As the proposed Project includes facilities to serve the proposed development, it would not result in the need for construction of other new wastewater facilities or expansions, the construction of which could cause significant environmental effects. Therefore, impacts would be less than significant. Stormwater Drainage. The Project would install storm drain catch basins throughout the Project site to capture and infiltrate stormwater runoff. The construction activities related to installation of the onsite storm water infrastructure that would serve the proposed Project, is included as part of the proposed Project, and would not result in any physical Page 1 141 INITIAL STUDY City of Tustin environmental effects beyond those identified throughout this MND. As the proposed Project includes facilities to serve the proposed development, it would not result in the need for construction of other new stormwater facilities or expansions, the construction of which could cause significant environmental effects. Therefore, impacts would be less than significant. Electricity Natural Gas & Telecommunications. Electric power, natural gas, and telecommunications facilities are in place to serve the Project without the need for construction or relocation of utility facilities. The Project would connect to the existing Southern California Edison electrical distribution facilities that are adjacent to the Project site and would not require the construction of new electrical facilities. Additionally, the Project would connect to the existing Southern California Gas natural gas distribution facilities that are adjacent to the Project site. As such, the Project would not result in the need for construction of other new electricity, natural gas, or telecommunications facilities or expansions, the construction of which could cause significant environmental effects. Therefore, impacts would be less than significant. 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. According to the City of Tustin 2020 UWMP, the City receives imported potable water from Municipal Water District of Orange County (MWDOC), obtained through East Orange County Water District (EOCWD), and local groundwater from the Orange County Groundwater Basin (OC Basin), which is managed by the Orange County Water District (OCWD) (UWMP 2020). In 2020, the City's actual water supply totaled 10,447 acre-feet (af), which included 7,034 of of untreated groundwater and 3,038 of desalinated groundwater from OC Basin, and 375 of of imported water from MWDOC/EOCWD. The UWMP projects that by 2045, the water supply mix will shift to 85% groundwater and 15% imported water. The City's water demand in 2021 was 10,374 of and is projected to decrease to 10,081 of by 2025 (UWMP 2020). The UWMP details that in 2020, the water usage in the City for was 95 gallons per day per capita, which is below its 2020 target of 151 gallons per day per capita. To provide a conservative estimate of Project water use, a generation rate of 151 gallons per capita per day was used to estimate water demand from the proposed Project. As described in Section 5.14, Population and Housing, the proposed 40 residential units are anticipated to result in approximately 116 new residents. Based on the UWMP water estimates, the Project would result in a water demand of 17,516 gallons per day (19.63 acre-feet per year). The Project's demand of 19.63 acre-feet equates to 0.18 percent of the anticipated increase in water demand. This does not include the reduction in demand from the existing office/business park use; and thus, is a conservative estimate. Based on the City's UWMP supply and demand data and the limited increase in water demand from the proposed Project, the City would have water supplies available to serve the project. In addition, the Project would limit water use by inclusion of low-flow plumbing and irrigation fixtures, pursuant to the California Title 24 requirements. Therefore, the proposed Project would have sufficient water supplies available to serve the Project, and impacts would be less than significant. Page 1 142 INITIAL STUDY City of Tustin 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? Impact. Orange County Sanitation District operates and maintains sewer collection pipes in the Project area that feed into Orange County Sanitation District's trunk sewers that convey wastewater to treatment plants in Fountain Valley (Plant No. 1) and Huntington Beach (Plant No. 2). Plant No. 1 has a total rated primary capacity of 108 MGD and a secondary treatment capacity of 80 MGD. Plant No. 2 has a rated primary capacity of 168 MGD and secondary treatment capacity of 90 MGD (EOCWD 2020). According to the Orange County Sanitation District Cost of Service Study, it is It is estimated that a residential project with 40 units would have an equivalent dwelling unit (EDU) or 0.7 uses generate approximately 206 gallons per day (gpd) per unit. Based on this estimate, the proposed Project would generate approximately 5,768 gallons per day (GPD). The project's wastewater generation per day is within the capacity of the two wastewater treatment plants that serve the Project site. Therefore, impacts related to wastewater treatment capacity would be less than significant. 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 City contracts for residential refuse collection and solid waste materials are transported to a Materials Recovery Facility where it is sorted for recyclables. The County of Orange owns and operates the Frank R. Bowerman Sanitary Landfill, located at 11002 Bee Canyon Access Road in Irvine, which serves Tustin. The Bowerman Sanitary Landfill is permitted to accept 11,500 tons per day of solid waste and is permitted to operate through 2053. In April 2022, a maximum of 8,377 tons in a day was disposed at the Bowerman Sanitary Landfill, which provides for a remaining capacity of 3,123 tons per day (CalRecycle 2022). Construction Project construction would generate solid waste for landfill disposal in the form of demolition debris from the existing building and infrastructure that would be removed from the site. Demolition waste would be properly characterized as required by law and recycled or disposed of at an appropriate type of landfill for such materials. Construction waste in the form of packaging and discarded materials would also be generated by the proposed project. Utilizing a construction waste factor of 4.34 pounds per square foot (EPA 2003), demolition of the 47,583 square foot business park would generate approximately 103.25 tons of waste during demolition and additional waste during construction. However, Section 5.408.1 of the 2019 California Green Building Standards Code requires demolition and construction activities to recycle or reuse a minimum of 65 percent of the nonhazardous construction and demolition waste. Thus, the demolition and construction solid waste that would be disposed of at the landfill would be approximately 35 percent of the waste generated. Therefore, demolition activities, which would generate the most solid waste, would generate approximately 36.14 tons of solid waste. Demolition activities would occur over 20 working days period. This equates to approximately 1.8 tons of debris per day. Page 1143 INITIAL STUDY City of Tustin As described above, the Frank Bowerman Sanitary Landfill had additional capacity of approximately 3,123 tons per day. Therefore, the facility would be able to accommodate the addition of 1.8 tons of waste per day during demolition of the proposed Project, and impacts would be less than significant. Operation The CalEEMod solid waste generation rate for single-family housing is 1.06 tons per year and 8.93 tons per year for condo/townhouse uses. The Project proposes construction of 18 duplexes and four single family residences. Thus, operation of the Project would generate approximately 164.98 tons of solid waste per year; or 3.17 tons per week. However, at least 75 percent of the solid waste is required by AB 341 to be recycled, which would reduce the volume of landfilled solid waste to approximately 0.79 tons per week or 1 ,747.16 pounds per week. As the Frank Bowerman Sanitary Landfill has additional capacity of approximately 3,001 tons per day, the solid waste generated by the Project would be within the capacity of the landfill. Thus, the proposed Project would be served by a landfill with sufficient permitted capacity to accommodate the Project's solid waste disposal needs and the Project would not impair the attainment of solid waste reduction goals. Impacts related to landfill capacity would be less than significant. e. Comply with federal, state, and local management and reduction statutes and regulations related to solid waste? No Impact. The proposed Project would result in new development that would generate an increased amount of solid waste during Project construction and operation. All solid waste-generating activities within the City is subject to the requirements set forth in Section 5.408.1 of the 2019 California Green Building Standards Code that requires demolition and construction activities to recycle or reuse a minimum of 65 percent of the nonhazardous construction and demolition waste, and AB 341 that requires diversion of a minimum of 75 percent of operational solid waste. Additionally, the City implements the requirements established through SB 1383, which requires cities to divert 75 percent of organic solid waste from landfills through recycling services by 2025. Implementation of the proposed Project would be consistent with all state regulations, as ensured through the City's development Project permitting process. Therefore, the proposed Project would comply with all solid waste statute and regulations; and impacts would not occur. Existing Plans, Programs, or Policies PPP UT-1: Solid Waste. As required by Section 5.408.1 of the 2019 California Green Building Standards Code, and AB 341 the Project shall implement a Waste Management Plan to ensure that the construction and operational diversion requirements would be met. PPP UT-2: Organic Waste Disposal. As required by SB 1383, organic waste, including yard trimmings and food waste, will be diverted from landfills through City organic waste recycling services. Mitigation Measures None. Sources Page 1 144 INITIAL STUDY City of Tustin Arcadis U.S. Inc., 2021. City of Tustin Urban Water Management Plan. Available at htt s://www.tustinca.or /DocumentCenter/View/5138/Tustin-2020-UWMP California Emissions Estimator Model (CaIEEMod) Default Data Tables. Table 5.13.1 Operational Waste Generation. (Appendix A). CalRecycle. 2022. SWIS Facility/Site Activity Details Frank R. Bowerman Sanitary LF (30-AB-0360). Accessed: htt s://www2.calrec cle.ca. ov/SolidWaste/SiteActivit /Details/2767?sitelD=2103 Orange County Sanitation District. 2017. Orange County Sanitation District Cost of Service Study. htt s://www.ocsan. ov/home/show ublisheddocumenV234311636537053338700000 Page 1 145 INITIAL STUDY City of Tustin 75.20. WILDFIRE Potential Less Than Less No ly Significant Than Impact Significa with Significa If located in or near state responsibility nt Mitigation nt areas or lands classified as very high fire Impact Incorporat Impact hazard severity zones, would the Project: ed a) Substantially impair an adopted ❑ ❑ ❑ emergency response plan or emergency evacuation plan? b) Due to slope, prevailing winds, and other ❑ ❑ ❑ N factors, 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 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? d) Expose people or structures to ❑ ❑ ❑ significant risks, including downslope or downstream flooding or landslides, as a result of runoff, post-fire slope instability, or drainage changes? a. Substantially impair an adopted emergency response plan or emergency evacuation pian? No Impact. According to the California Fire Hazard Severity Zones mapping, the Project site is not within a Very High Fire Hazard Zone. Direct access to the project site would be provided from a 27-foot-wide driveway along Irvine Boulevard. The Project is required to design and construct internal access and provide fire suppression facilities (e.g., hydrants and sprinklers) in conformance with the City's Municipal Code, and the Fire Department would review the development plans prior to approval to ensure adequate emergency access pursuant to the requirements in Section 503 of the California Fire Code (Title 24, California Code of Regulations, Part 9, included in the City's Municipal Code (Chapter 8100, Building and Construction Codes Adopted by Page 1146 INITIAL STUDY City of Tustin Reference)). As a result, the proposed Project would not impair an adopted emergency response plan or emergency evacuation plan and impacts not 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? No Impact. No Impact. As described in the previous response, the Project site is not located within a Very High Fire Hazard Severity Zone. The Project site is relatively flat with less than five feet of elevation differential across the property. The areas within the Project's vicinity also do not contain hillsides or other factors that could exacerbate wildfire risks. Therefore, no impact would occur. 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? No Impact. As described in the previous responses, the Project site is not within a Very High Fire Hazard Severity Zone. The Project site is located within an urbanized area within the City of Tustin. The Project does not involve any new infrastructure (such as roads, fuel breaks, emergency water sources, power lines or other utilities) that may exacerbate fire risks or result in other impacts to the environment. Therefore, no impacts would occur. d. Expose people or structures to significant risks, including downslope or downstream flooding or landslides, as a result of runoff, post-fire slope instability, or drainage changes? No Impact. As described in the previous responses, the Project site is not within a Very High Fire Hazard Severity Zone. The Project site is relatively flat with less than five feet of elevation differential across the property. Likewise, areas adjacent to the Project site are relatively flat urban sites that do not contain hillsides or other factors that would expose people or structures to flooding or landslides as a result of runoff, post-fire slope instability, or drainage changes. The Project would not generate slopes and would connect to existing drainage facilities. Thus, the Project would not result in risks related to wildfires or risks related to downslope or downstream flooding or landslides after wildfires. Therefore, impacts would not occur. Existing Plans, Programs, or Policies None. Mitigation Measures None. Sources California Department of Forestry and Fire Protection (CAL FIRE). 2020. Fire Hazard Severity Zone Map. Accessed: Page 1 147 INITIAL STUDY City of Tustin D:_2�1. MA�NDA�TORY�FFIIN�DING�SOF�SIGN�iFICA�NCE����� Potential Less Than Less No ly Significant Than Impact Significa with Significa nt Impact Mitigation nt Impact Incorporate d a) Does the project have the potential to ❑ z ❑ ❑ 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? 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)? c) Does the project have environmental ❑ ❑ z ❑ effects which will cause substantial adverse effects on human beings, either directly or indirectly? a. Does the project 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. As discussed in Section 5.4, the Project site is currently developed and does not contain habitat of a fish or wildlife species. However, the Project site contains existing Page 1148 INITIAL STUDY City of Tustin ornamental trees that could be used for nesting by common bird species that are protected by the federal Migratory Bird Treaty Act (MBTA) and the California Fish and Game Code Sections 3503.5, 3511, and 3515 during the avian nesting and breeding season that occurs between February 1 and September 15. The provisions of the MBTA prohibits disturbing or destroying active nests. Therefore, Mitigation Measure BIO-1 has been included to require that if commencement of vegetation clearing occurs between February 1 and September 15, a qualified biologist shall conduct a nesting bird survey no more than 3 days prior to commencement of activities to confirm the absence of nesting birds. With implementation of Mitigation Measure BIO-1, potential impacts to nesting birds would be less than significant. Additionally, as described in Section 5.5, the project site does not contain any buildings or structures that meet any of the California Register of Historical Resources (California Register)criteria or qualify as "historical resources" as defined by CEQA. Additionally, the Project site is not considered sensitive to archaeological resources. Therefore, the proposed project would not cause a substantial adverse change in the significance of a historical or archaeological resource. Project grading and construction activities has the potential to encroach into native soils that have not been previously disturbed and could contain paleontological resources. Therefore, Mitigation Measure PAL-1 has been included to provide procedures to be followed in the unlikely event that potential paleontological resources are discovered during grading or excavation activities. Mitigation Measure PAL-1 requires that work shall cease within 50 feet of a find until a qualified paleontologist has evaluated the find in accordance with federal and state regulations. Mitigation Measure PAL-1 would reduce potential impacts to undiscovered paleontological resources to a less than significant level. Therefore, the Project would result in a less than significant impact with mitigation on 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. 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)? Less than Significant with Mitigation Incorporated. The Project would develop the project site with 40 dwelling units, including 18 multi-family units and 4 single-family units. The project would provide land uses that are consistent with the adjacent residential and commercial uses. As presented in this document, potential Project-related impacts are either less than significant or would be less than significant with mitigation incorporated. Based on the analysis contained in this document, Project-related impacts would be reduced to less than significant levels with the incorporation of mitigation measures. Given that the potential project-related impacts would be mitigated to a less than Page 1 149 INITIAL STUDY City of Tustin significant level, implementation of the proposed Project would not result in impacts that are cumulatively considerable when evaluated with the impacts of other current projects, or the effects of probable future projects. Therefore, the proposed project's contribution to any significant cumulative impacts would be less than cumulatively considerable. As discussed in Sections 5.1 through 5.20 of this document, mitigation would be required and incorporated as necessary. Therefore, impacts would be less than significant with mitigation incorporated. 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 would develop the project site with 40 dwelling units, including 18 multi-family units and 4 single-family units. The project would provide land uses that are consistent with the adjacent residential and commercial uses. Based on the project description and the preceding responses in Sections 5.1 through 5.20 of this document, implementation of the proposed Project would not cause substantial adverse effects to human beings because all potentially significant impacts of the proposed project would be mitigated to a less than significant level. Therefore, since all potentially significant impacts of the proposed Project are expected to be mitigated to a less than significant level, implementation of the proposed Project would not cause substantial adverse effects on human beings. Page 1 150 INITIAL STUDY City of Tustin Chapter 2. Response to Comments on the Public Review MND This chapter of the Final Mitigated Negative Declaration (MND) contains responses to the comments that the City of Tustin (Lead Agency) received on the Public Review MND (SCH No, 2022090269) (Chapter 1) for the 17802 Irvine Boulevard Residential Project during the public review period, which began September 15, 2022 and originally was noticed to close October 5, 2022 but was extended and concluded on November 10, 2022. This document has been prepared in accordance with California Environmental Quality Act (CEQA) as amended (Public Resources Code Section 21000 et seq.) and the Guidelines for Implementation of the California Environmental Quality Act (State CEQA Guidelines) (Cal. Code Regs., tit. 14, § 15000 et seq.) and represents the independent judgment of the Lead Agency. This document, together with the Public Review MND, the Revisions to the Public Review MND, and the Mitigation Monitoring and Reporting Program comprise the Final MND. The following public comments were submitted to the City of Tustin during the public review period: 1. Anita Storck, September 21, 2022 (2 pages) 2. Orange County Transit Authority, October 5, 2022 (2 pages) 3. Robert Duffy, October 5, 2022 (2 pages) A. Tiffany Lin, City of Irvine, October 7, 2022 (1 page) 5. Orange County Sanitation District, October 10, 2022 (2 pages) 6. Prospect Park Homeowners Association, October 10, 2022 (3 pages) 7. Commenter #1, October 12, 2022 (1 page) The public comments and responses to comments are included in the public record and are available to the Lead Agency decision-makers for their review and consideration prior to making their decision whether to approve the proposed Project. Pursuant to State CEQA Guidelines Section I5074(b) Consideration and Adoption of a Negative Declaration or Mitigated Negative Declaration, none of the comments provide substantial evidence that the Project will have significant environmental effects which would require preparation of an Environmental Impact Report. Further, none of the information in the letters or responses constitute the type of significant new information that requires recirculation of the MND for further public review under State CEQA Guidelines Section 15073.5 Recirculation of a Negative Declaration Prior to Adoption. None of this new material indicates that the Project will result in a significant new environmental impact not previously disclosed in the 17802 Irvine Boulevard Residential Project MND. Additionally, none of this information indicates that there would be a substantial increase in the severity of a previously identified environmental impact that will not be mitigated, or that there would be any of the other circumstances requiring recirculation described in State CEQA Guidelines Section 15073.5. This Response to Comments includes revisions to the Public Review Draft MND based upon: (1) clarifications required to prepare a response to a specific comment; and/or (2) typographical errors. These revisions do not alter any impact significance conclusions as disclosed in the MND. Changes made to the MND are identified as #+ eetA text to indicate deletions and in underlined text to signify additions within Chapter 1 of this document. Although State CEQA Guidelines Section 15088 does not require a Lead Agency to prepare written responses to comments received, the City of Tustin has elected to prepare the following written responses with the intent of providing a comprehensive and meaningful evaluation of the proposed Page 12-1 INITIAL STUDY City of Tustin Project. The number designations in the responses are correlated to the bracketed and identified portions of each comment letter. Page 2-2 INITIAL STUDY City of Tustin COMMENT LETTER 1: Anita Storck, September 21, 2022 (2 pages) I.CU -41 - -7 pvez;Ij L zw L -j C14.I Page 2-3 INITIAL STUDY City of Tustin Ix Page 2-4 INITIAL STUDY City Of Tustin RESPONSE TO COMMENT LETTER 1: Anita Storck, September 21, 2022 Response to Comment 1.1: The commenter states that they live in Prospect Park near the Project site. The commenter indicates that the density of the proposed Project is too large for the size of the Project site. The Project would require a General Plan Amendment to change the existing land use designation from Professional Office(PO)to High Density Residential (HDR).The HDR designation provides for residential uses at a density of between 15 and 25 dwelling units per net acre. The proposed Project would result in a density of 19.3 dwelling units per acre, which would not exceed the allowable density for the proposed land use designation.The Project would require a zone change from Retail Commercial (C1) with a Parking (P) overlay to Multiple Family Residential (R-3). The proposed R-3 zoning would allow for multiple family dwellings with a minimum lot area of 1,750 SF per dwelling unit and a maximum lot development of 65 percent. The Project proposes approximately 2,250 feet per dwelling unit and would result in 36.7 percent of lot coverage. The comment does not contain any information requiring changes to the MND. No further response is warranted. Response to Comment 1.2: The commenter states that the Project would provide 11 guest parking spaces, which would be too few for the number of dwelling units proposed. The Project would include 90 parking spaces, inclusive of 80 garage spaces and 10 head-in spaces. Per Tustin Municipal Code Section 9263,the Project is required to provide two covered spaces for each dwelling unit, plus one unassigned guest space for every 4 units. The Project would comply with the City parking requirements. The comment does not contain any information requiring changes to the MND. No further response is warranted. Response to Comment 1.3:The commenter states that the Project would increase traffic on Irvine Boulevard, which is already a busy street. As described in Section 5.17,Transportation,Response b.of the MND,the Project would generate 295 fewer daily trips than the existing land use. Additionally, a Focused Traffic Study Analysis was prepared by EPD Solutions that indicated the Project would have a less than significant impact on level of service (LOS) of Irvine Boulevard intersections with Prospect Avenue and the Project's driveway.A copy of the Traffic Study, and other engineering documents,is available upon request at the City of Tustin Planning Division and public records subject to the California Public Records Act. Contact information for the project's planner were provided in the MND should the commenter want to view additional plans not provided in the MND. The comment does not contain any information requiring changes to the MND. No further response is warranted. Response to Comment 1.9: The commenter states that the proposed buildings would be three stories high, which would be too high compared to buildings within the surrounding area.The commenter asserts that the buildings should be a maximum of two stories. The City's R-3 zone allows for a maximum building height of 35 feet. The proposed buildings would be a maximum of 34 feet and 10 inches. Therefore, the Project would be consistent with the R-3 development standards.The comment does not contain any information requiring changes to the MND. No further response is warranted. Response to Comment 1.5:The commenter requests consideration of their comments.The comment letter has been in the record and considered. No further information is required, and the comment does not contain any information requiring changes to the MND. No further response is warranted. Page 2-5 INITIAL STUDY City of Tustin COMMENT LETTER 2: M OCTA ,4ML ArED.4GEW4Es October 5,2022 JK T—D Ms.Leila Carver c--vT-5par--o- Senior Planner Consultant A'r'y City of Tustin—Community Development Department 300 Centennial Way Tustin:CA 92780 Gar�.sao&ted Tra mpatabm 3&WC_-Agency Subject- Notice of Intent to Adopt a Mitigated Negative Declaration and Go"ges1°"A" d Initial Study for the Tustin Intracorp Multifamily Residential Ag— Project Dear nos.Carver_ Thank you for providing the Orange County Transportation Authority (OCTA) with the Notice of Intent and Initial Study for the Tustin Intracorp Multifamily 2.1 Residential Project (Project)_ The following comments are provided for your consideration: Pacte 130 tSection 5.17'Transportation'. Subsection'a'. • First paragraph("Transit Services'):revise to include routes 59,64,7{3, '`' 72,79,90, 167,472,and 473. Omit routes 22,65,75,and 85. • Second paragraph('OCTA Route 64 and 71 are the closest...")-revise 2.3 text from"5:00 a-m. to 11:00 p.m."to"5,10 a.m.to 11:00 p_m."when describing weekend service on Route 64. • Second paragraph:revise text from"5:33 a.m.to 10:18 p_m."to"5.20 a.m.to 10:45 p.rra_"when describing Monday through Friday service on '" Route 71,and"6:00 a.m_to 10.00 p.m to"5:45 a-m.to 6:15 p.m."when J describing weekend service on Route 71. • Second paragraph.revise text to replace"20-minute headways"with "15-minute headways"when describing Route 64 and specify that the 'S 15-minute headways occur on both the weekdays and the weekends. • Second paragraph,revise text to replace"one-hour headways'with "45-minute headways"when describing Route 71 and specify that the h 45-minute headways occur on both the weekdays and the weekends. • Second paragraph:revise text to replace the route descriptors"Route 64 runs from the Westminster Mali Area east"and"Route 71 runs from 2.7 Hoag Hospital north"to"Route 64 runs from the Westminster Mall Area along Eiolsaf first St.to the Larwin Square shopping area"and"Route 71 Page 2-6 INITIAL STUDY City of Tustin Nis.Leila Carver October 5,2022 Page 2 runs from the Hoag Hospital along Newport Blvd, Red bill Ave,and 1 2.7 Tustin St_to the Placentia Linda Hospital", respectively. J Throughout the development of this project,we encourage communication with OCTA on any matters discussed herein. If you have any questions or comments, z.s please contact me at(714)-56a-5907 or at dphufePocta.net_ Sincerely, Dan Phu Manager,Environmental Programs 0—g' +_ ,Cei rspa� —A.&—p ii0 So:r[F k1a,:.,�rr:ax•."P ga.+f Al SS;'Cra.ac'Ca.."7c-rna 4�853-25,n,-'.'i,I.t!56CLat-ra,e28�� Page 2-7 INITIAL STUDY City Of Tustin RESPONSE TO COMMENT LETTER 2: Orange County Transit Authority, October 5, 2022 (2 pages) Response to Comment 2.1: The commenter states that the letter is written on behalf of the Orange County Transit Authority (OCTA) and introduces the comments that follow.This comment is introductory and no further response is warranted. Response to Comment 2.2 through 2.7: The commenter proposes several revisions to Section 5.17, Transportation of the Public Draft MND regarding local bus transit operations. The Final MND has been revised to include all proposed revisions. Changes can be found on page 130 of the Final MND. Response to Comment 2.8: The commenter provides contact information for coordination on any future Project-related requests or questions. No further information is required, and the comment does not contain any information requiring changes to the MND. No further response is warranted. Page 12-8 INITIAL STUDY City of Tustin COMMENT LETTER 3: Robert Duffy, October 5, 2022 (2 pages) October 5,2022 City of Tustin Community laeve'oprnent Crept. Attn.Leila Carver 300 Centennial Wzy Tustin,CA 92750 PROJECT NO(5).: Generali Plan Amendment 2022-0001,Zone Change 2022-0001,Subdivision 2022-G+p[b2,Dwsign Review 2022-0004,and Development Agreement 2022-0002 Dear Planning Comm issian Members and the City of Tustin, My wife and 4 live in the Prospect Park Homeowners Associations'(PP HOA)off?rospect Ave to the south of the planned 3.1 project.While erre feel the project could be a plus for the neighborhood,we do have some concerns about the project at 17702 9L 17842 Irvine Blvd.,Tustin,CSS 92780.Based on the information currently on your website,sve K-eve concerns about the following: 1. Landscape-Based on the plans on your website,it's my understanding that a l the trees along our northern property line MCI be removed and not rep?aced,depending on which page of the proposed project you read. Trees alongthe property bine create additional privacy,shading,and noise reduction and add to the environment.Having just a cold,barren wall along our two property lines would be a detriment to our residence and future residences to the north of us and could affect our property values.I'm pretty sure they don't want to look at the tops of our roofs any more than we would like to look at three stories buildings.Tustin is known for 32 having a high tree per square mile count,let's keep it that way and ensure vie have some trees or bushes between our properies_ a. On pave 21,the"Conceptional Site Plan"looks like there are trees or bushes on the project's property lines a long the project's east,west,and south sides,which is great depending on the type of tress or bushes.But on page 37,in the"Conceptional Landscape Plan,'they eliminate almost all of them,and leave none along the southern property line.This concerns our family,and we ask that you modify it to be closer to the'Conceptional Site Plan"on page 21. 2. Parking-While the project's lack of parking doesn't directly affect us,it could indirecft affect us.We are concerned that because of it and the lack of street parking on Irvine Blvd.,the future homeowners and guests to the project maV affect parking on Prospect Ave directly in from of our association to the west of us_ a. Prospect Park Homeowners Association has 40 homes,as will this project,but we have three assigned parking spots per home(2 garages&1 assigned parking stall outdoors)with an additional 16 visitor 3-3 parking spaces for a total of 136 parking spots vs_the project only has two parking spats per home(2 garages),with 11 visitor parking spates for a total of 91 parking spots.That means they have 45 fewer pa rking spats available to guests and residents than Prospect Park HOA.Even with our additional 45 pa rking spaces available,which this project doesn't have,our guests or we occasionally have to park out an Prospect.Ave between our two entrances.There is no street parking on Imine Rlvd,so that leaves street parking on Prospect Ave.,Orangewood Ln_,or Fashion Ln.for overflow or,I'm guessing here,in the commercial parking lou to the east and west of the project. Page 1 of 2 Page 2-9 INITIAL STUDY City of Tustin Thank you in advance for reviewing my concerns and considering them when reviewing and approving this project.If 34 you have any questions or concems,you may contact meat 724-299-3824 or reduffy90_Mail com. Respectfutly, Robert E.Duffy Resident 342 Prospect Park Tustin,CA 92780 Page 2 of 2 Page 12-10 INITIAL STUDY City of Tustin RESPONSE TO COMMENT LETTER 3: Robert Duffy, October 5, 2022 (2 pages) Response to Comment 3.1: The commenter states that they and their wife live in Prospect Park and have concerns regarding the proposed Project..This comment is introductory and no further response is warranted. Response to Comment 3.2: The comment states that based on the Project plans, trees along the northern property line will be removed and not replaced.The commenter states that the trees create privacy,shading, noise reduction and the proposed perimeter wall would be cold and barren and would impact property values. The commenter adds that Tustin is known for having a high tree count and they wish to maintain the trees and bushes between the Prospect Park and proposed Project. Additionally, the commenter notes that Figure 3-1,Conceptual Site Plan,on page 21 of the Public Draft MND,the Project proposes trees or bushes on the east, west, and south perimeter of the Project site. However, in Figure 3-4, Conceptual Landscape Plan, on page 37 of the Public Draft MND, the Project doesn't include trees or bushes along the perimeter. The commenter states preference for the Conceptual Site Plan, which includes trees or bushes along the perimeter between the Project and Prospect Park. Figure 3-1, Conceptual Site Plan, and Figure 3-4,Conceptual Landscape Plan, have been updated and are now consistent. A block wall is proposed along the western, southern, and eastern perimeter of the Project site. The preparation of the Draft IS,/MND was conducted pursuant to CEQA Statute and CEQA Guidelines. A Project's impact on property values is not analyzed as part of any of the environmental topics under CEQA. Proposed landscaping would comply with applicable landscaping requirements, which include the City's Section 7308 of Article 7, Chapter 3 requirement for the protection of "trees, plants or shrubs in or growing upon or over any public parkway street, highway, alley, right-of-way, City-owned property in the City",the lot coverage maximum of 65 percent for the Multiple-Family Residential (R-3) zone (Section 9226 of the City's Municipal Code), as well as, the City's water-efficient landscape standards (Chapter 7 of the City's Municipal Code). The interior and exterior of the southern perimeter block wall would be vegetated for aesthetic treatment. No further information is required,and the comment does not contain any information requiring changes to the MND. No further response is warranted. Response to Comment 3.3: The commenter states that Project's lack of guest parking could indirectly affect Prospect Park's parking by causing spillover onto Prospect Avenue. The commenter provides information on Prospect Park's parking per unit and states the Project's parking would 45 fewer parking spaces than Prospect Park. The commenter notes that Prospect Park residents occasionally have to park on Prospect Avenue due to lack of parking. The commenter points out the overflow areas likely to be used by residents of the Project would be Prospect Avenue, Orangewood Lane, Fashion Lane, or commercial parking lots to the east and west. The Project would include 90 parking spaces, inclusive of 80 garage spaces and 10 head-in spaces. Per Tustin Municipal Code Section 9263,the Project is required to provide two covered spaces for each dwelling unit, plus one unassigned guest space for every 4 units. The Project would comply with the City parking requirements. The comment does not contain any information requiring changes to the MND. No further response is warranted. Response to Comment 3.4:The commenter provides contact information for any future questions or concerns. No further information is required, and the comment does not contain any information requiring changes to the MND. No further response is warranted. Page 12-11 INITIAL STUDY City of Tustin COMMENT LETTER 4: City of Irvine, October 7, 2022 (1 page) y OF ig-, u KIWI October 7,2022 Leila Carver,Senior Planner Consultant 300 Centennial Way Tustin,CA 02780 Subject: General Plan Amendment,Zone Change,Subdivision, Design Review,and Development Agreement for Intracorp Residential Dear Leila Carver. Staff is in receipt of the notice of intent to adopt a mitigated negative declaration for the request to demolish two existing two-story office buildings in order to construct a new multi-family residential development project at 17802 and 17842 Irvine Boulevard_The project includes a General Plan Amendment,Zone Change,Subdivision, Design 4.1 Review,and Development Agreement to facilitate the development of 40 three-story residential units within 16 duplexes and four single famiily residences. Staff has reviewed the project proposal and has no comments. If you have any questions,please contact me at tilin(a)cityrofirvine_org or 540-724-6361. Sincerely, Tiffany Lin Associate Planner ec: Kerwin Lau,Manager of Planning Services Marika Poynter, Principal Planner Page 2-12 INITIAL STUDY City of Tustin RESPONSE TO COMMENT LETTER 4: City of Irvine, October 7, 2022 (1 page) Response to Comment 4.1: The commenter verifies receipt of the Notice of Intent (NOI) for the Project and provides their understanding of the proposed Project. The commenter states that they have no comments and provides contact information should the City have any questions. No further information is required, and the comment does not contain any information requiring changes to the MND. No further response is warranted. Page 1 2-1 3 INITIAL STUDY City of Tustin COMMENT LETTER 5: Orange County Sanitation District, October 10, 2022 (2 pages) 44 Avenue Fountain Valley.CA 4270 OC6SAN7.4.....24.. ORANGE COUNTY SANrrATION 01 ICT VWAY oc-3n,90%! October 10,2022 Leila Carver, Senior Planner Consultant City of Tustin Community Development Department 340 Centennial Way Tustin,CA 02780 Email-LCarver@tustinca.org SUBJECT_ Notice of Intent to Adopt a Mitigated Negative Declaration for General Plan Amendment 2022-0001, Zone Change 2022-0001, Subdivision 2022-0002, Design Review 2022-0004 and Development Agreement 2022-0002 for the Intracorp Residential project Thank you for providing the Notice of Intent to Adopt a Mitigated negative Declaration for General Plan Amendment 2022-01301,Zone Change 2022-0001, Subdivision 2022-0002, Design Review 2022-0004, and Development $j Agreement 2022-0002 for the Intracorp Residential project_ Orange County Sanitation District (OC San) has reviewed it and would like lo bring to your attention a requirement, as it applies to your project This project is proposing to demolish two existing two-story office buildings and construct a new, multi-family residential development project at the project location Please be advised that there is a connection that services this site and if there are any modifications needed to the connection to OC San system(such as upsizing), a trunk connection permit will be required_ Please see picture below identifying existing sewer line connection. 5.2 _ r L.7 i yi OUF MISSrar1:to.ra(ec 1,x.cve h•a,"rt.and!;,,e,i7,�crme_r,t Ly i�.Jul Page 2-14 INITIAL STUDY City of Tustin ORANGE COUM�SSAN I Leila Carver,Senior Planner Consultant October 10,2022 Page 2 of 2 5.3 If you have any questions regarding this letter,please contact Kevin Hadden at 714 593-7462 or khaddentr?a ocsan_goy_ Justin Fenton Engineering Manager Planning Division 714 593-7386 KH-JF:sa htlpsJJocsd®mrsharepoilvt.grndsRes+?3anning+CEQA Ersemzl"�r Cr_nams&=2 Comment LeLtemlCity of Tustin MWD=1011dom cc: Daniel Lee Page 2-15 -- INITIAL STUDY City of Tustin RESPONSE TO COMMENT LETTER 5: Orange County Sanitation District, October 10, 2022 (2 pages) Response to Comment 5.1: The commenter states they have reviewed the NOI and would like to call attention a requirement that applies to the Project. The comment is introductory in nature. No further information is required, and the comment does not contain any information requiring changes to the MND. No further response is warranted. Response to Comment 5.2:The commenter indicates there is an Orange County Sanitation District connection that services the site and any modifications needed to the sewer (such as upsizing) would require a trunk connection permit. A picture is provided illustrating the location of the sewer line. The Project does not currently propose any modifications to the existing sewer facility and the requirement for a trunk permit is not anticipated. The City and applicant will coordinate with the Orange County Sanitation District as necessary throughout the course of the Project. No further information is required, and the comment does not contain any information requiring changes to the MND. No further response is warranted. Response to Comment 5.3:The commenter provides contact information for any future questions or concerns. No further information is required, and the comment does not contain any information requiring changes to the MND. No further response is warranted. Page ` 2-16 INITIAL STUDY City of Tustin Prospect Park Homeowners Association 201-392 Prospect Park,Tustin,CA 92780 overflow available only on Prospect Ave.,Orangewood Ln.,or Fashion Ln.for overflow or,we guess,in the commercial parking lots to the east and west of the project. b. We're not sure what the fix is,however,Pike the residents of Pa Imwood Gardens HOA brought it up at a recent meeting put on by Intracorp Homes„we felt we should voice our concerns,too,so you can see if 6_3 there is away to add a few more parking spaces to the project if possible. Thank you in advance For reviewing our concerns and considering them when reviewing and approving this project,If you have any questions or concerns,you may contact me at 714-299-3824 or reduffy9(a gmail.conl,and I will forward it to the Board for review and response. Respectfully, ,e&494t't� Robert E.Duffy President,Prospect Park HOA Mailing Address: Prospect Park Homeowners Association Care Of PowerStone Property Management Attn,Jason Baladad 9060 Irvine Center Drive Irvine,CA 92618 Page 3 of 3 Page 12-17 INITIAL STUDY City of Tustin COMMENT LETTER 6: Prospect Park Homeowners Association, October 10, 2022 (3 pages) Prospect Park Homeowners Association 201-392 Prospect Park,Tustin,CA 92780 October 10,2022 City of Tustin Community Development Dept. Attn.Leila Carver 300 Centennial Way Tustin,CA 92780 PROJECT NO(5).: General Plan Amendment 2022-0001,Zone Change 2022-0001,Subdivision 2022.0002,Design Review 2022-0004,and Development Agreement 2022-0002 Dear Planning Commission Members and the City of Tustin, The Prospect Park Homeowners Associations'(PPHOA)Board of Directors(Board)has drafted this letter to be added to the public comments regarding this project based on concerns the Board feels could affect our associa tion as a whole which we are responsible for.This letter is not intended to conflict with any additional personal concerns of individual homeowners or residents of our community.It is only a reflection of the Board's point of view with respect to their 6-1 responsibilities to our community. While we realize that progress must happen and some projects will occur to the north of us at 17702&17842 Irvine Blvd.,Tustin,CA 92780,no matter how good the project might be,there are still always concerns by those that could be affected by it.At first look,we feel the project will be a positive addition to Tustin.However,based on the current limited information we possess,here are the Board's concerns on behalf of the association's property for which it is responsible: 1. Our Northern Wall-The Board understands that there will be substantial excavation along our northern property line,along with the addition of anew retaining wall and privacy wall within the project's property line. a. The Board is concerned that our wall along the property line on our property is protected and that it is not compromised in any way while excavation operations are being conducted.Also,during the construction phase of the retaining wall or privacy wall on their property. b. Should structural instability or damage be caused to our wall because of their work,we would expect the project property owners and or contractors would stabilize,repair,or replace it with a similar wall using in kind product and workmanship at their cost to our satisfaction. c. There has been some discussion with lntracorp Homes and the Board at possibly removing parts of PPHOAs northern wall completely.While the Board of directors has not agreed to this,it would be willing to review a proposal from lntracorp Homes and consider it. d. Lastly,we would ask that whatever wall they build be neighborly and make sure that the side that faces out is aesthetically pleasing to PPHOA as much as it will be on their side to their future residence. Page 1 of 3 Page 2-18 INITIAL STUDY City of Tustin Prospect Park Homeowners Association 201-392 Prospect Park,Tustin,CA 92780 2. Water Flow--Currently,no water flows from the property to the north of our property line onto our property; we do not want the slope of the project to change,where water runoff could flow onto PPHOA's property.If 6-2 that is the intention or there will be the need for an emergency overflow onto PPHOA's property,we would request an environmental report be completed to ensure that it would not affect our property negatively before approval by us or the city. 3. Power&Utility Lines—While these lines are not the property of PPHOA,they do affect us. a. We want to ensure that the same care that should betaken concerning our wall is also taken with the power lines that run along our northern property line to avoid structural concerns and service outages to the residents of PPHOA. K We are currently grandfathered in with respect to above-ground powerlines.Should this project require the lines that serve our community to be placed underground,we would expect the cost of that to be 6-3 handled by the city,utility companies,or Intracorp Homes as part of their projectafter review and approval by the Board and our homeowners. 4. Landscape—We understand that all the trees along our northern property line will be removed and not replaced depending on which page of the proposed project you read.Trees along the property line create additional privacy,shading,and noise reduction and add to the environment.Having Just a cold,barren wall along our two property lines would be a detriment to our residences and future residences to the north of us and could affect our property values.We're sure they don't want to look at the tops of our roofs any more than our members would like to look at three stories of walls.Tustin is known for havinga high tree per square mile count;let's keep it that way and ensure we have some trees or bushes between our properties. a. On page 21,the"Conceptional Site Plan,"it looks like there are trees or bushes on the project's property lines along the project's east,west,and south side,which is great depending on the type of trees or bushes.But on page 37,in the"Conceptional Landscape Plan,"they eliminate almost all of them and leave none along the southern property line.This concerns the Board and homeowners of PPHOA,and we ask that you modify it to be closer to the"Conceptional Site Pian"on page 21. b, Intracorp Homes has suggested a trellis with vines to add an additional two feet to the six-foot wall that will be going up for a total of eight feet above grade.We'd be willing to review it to see what they envision,but we feel trees or bushes would allow for a higher natural privacy feature and require less maintenance and future costs.Trellis need replacement sooner or later,which is more complex to replace than just a tree or bush that dies because you also have to remove and replace what was on the trellis. 5. Parking--While the project's lack of parking doesn't directly affect us,it could indirectly affect us.We are concerned that because of it and the lack of street parking on Irvine Blvd.future homeowners and guests to the project may affect parking on Prospect Ave directly in front of our association to the west of us or,worse,onto our property. a. We have 40 homes,as will this project,but we have three assigned parking spots per home(2 garages& 1 outdoors)vs.this projecthas two(2 garages],and we have an additional 16 visitor parkingspots with the 11 this project has.Which means we have 45 more locations available to guests and residents than the project,and even with that quantity our additional 45 parking spaces available that this project doesn't have,occasionally,homeowners and guests overflow from our parking onto Prospect Ave between our two entrances.There is no street parking on Irvine Blvd,so that leaves street parking for Page 2 of 3 Page 2-19 INITIAL STUDY City of Tustin Prospect Park Homeowners Association 201-392 Prospect Park,Tustin,CA 92780 overflow available only on Prospect Ave.,ora ngewood Ln.,or Fashion fn.for overflow or,we guess,in the commercial parking lots to the east and west of the project. b. We're not sure what the fix is,however,like the residents of Palmwood Gardens HOA brought it up at a recent meeting put on by Intracorp Homes,we felt we should voice our concerns,too,so you can see if 6-3 there is away to add a few more parking spaces to the project if possible. Thank you in advance for reviewing our concerns and considering them when reviewing and approving this project.If you have any questions or concerns,you may contact me at 714299-3824 or reduffv9(Wgma il.com,and 1 will forward it to the Board for review and response. Respectfully, Robert E.Duffy President,Prospect Park HOA Mailing Address: Prospect Park Homeowners Association Care of PowerStone Property Management Attn.Jason Baladad 9060 Irvine Center Drive Irvine,CA 92618 Page 3 of 3 Page 12-20 INITIAL STUDY City of Tustin RESPONSE TO COMMENT LETTER 6: Prospect Park Homeowners Association, October 10, 2022 (3 pages) Response to Comment 6-1: These comments are not related to the adequacy of the CEQA document the comment does not contain any information requiring changes to the MND. No further response is warranted and no response is required. Response to Comment 6-2:This comment states concern regarding changes between the existing stormwater runoff volume and drainage patterns and proposed conditions. As stated in the Preliminary Water Quality Management Plan (WQMP) prepared for the Project,the proposed Project would reduce imperviousness of the Project site from 95 percent to 90 percent, increasing the overall infiltration capacity. The Project site currently drains to two low points,one to the north on Irvine Boulevard,and the other at the southwest corner of the site. The proposed site would follow similar drainage pattern as the existing and is split between two drainage areas with catch basins in the north and southwest corners. Project site surface flows would be directed into an area drain system, or into onsite curb and gutters which would convey the flow to the underground storm drain system. All flows would be conveyed to an infiltration detention pipe where stormwater would be stored onsite until it can percolate into the ground. During a major storm event when the detention pipe fills to capacity, the stormwater would be directed to match the existing flow pattern. There are are two emergency overflow locations proposed, one a parkway culvert on Irvine Boulevard to the north and the other through a grate inlet in the southwest corner that would outlet to the existing parking lot gutter in 17772 Irvine Boulevard to the west (see Appendix G). The Project would not increase offsite flows to the south onto the Prospect Park property. According to the Hydrology Report completed for the Project, the drainage design for the Project site has been designed to meet the County of Orange Flood Control Standards and per City of Tustin requirements (see Appendix H). Therefore, the comment does not contain any information requiring changes to the MND. No further response is warranted. Response to Comment 6-3: These comments are not related to the adequacy of the CEQA document the comment does not contain any information requiring changes to the MND. No further response is warranted and no response is required. Page 12-21 INITIAL STUDY City of Tustin COMMENT LETTER 7: Commenter #1, October 12, 2022 (1 page) This project is still in the a ititlerri�nt r ha_e and a putiIic he a,rnua Ices wit bHen J-'iie r11ihli .Iiearit'iy will be provided prior to any future public hearing in accurdance with the Tustin City Code and State law If you have any questions relative to process ortiming,please fell free to give me a caiIl at phone number below. Thank you,-Leila Leila Carver Senior Planner Consultant MSU300 C entennlal Way,Tustin,CA 927817 V 714-573-3126 1 F:714-573-3113 tcarveQ.1lustince.Dra I tustincanrg STAY CONNECTED NTH US: +� •pow.rdnadour app—Apple Store•GoogleMay •F ollmr;u::--Facebook-Tv&er •J*1n 0 L re',,�letter From: Sent:Wednesday,October 12,2022.6'34 AM To:Carver,Leila<LCarver&tustinca orq> Subject:Intracorp Proposed Project on Irvine Blvd_ Dear Leila Carver, The rezoning from business to high-density residential should be rejected by the planning board ]7-1 This project does nothing good for our community Firstly,it radically changes the character of the neighborhood and is inconsistent vvith all other structures in the area at 3 stories.There is already a 7-2 high concentration of high-denslly residential in our area.With higher increases in population density, there is a higher increase in crime. Also, keep in mind that you are going to subject us to 2 years of increased noise, dust, and traffic issues.We already have to deal with jets flying overhead,Tiller day noise, and Concerts in the park 7-3 noise_ The only rezoning to residential that should be considered would be for low-density residentiai,which is more consistent with the surrounding area This would also present a more favorable street view 7-4 (same scale as Palmwood's street view across from the park—better aesthetics). a Page 12-22 INITIAL STUDY City of Tustin Carver, Leila From: Sent: Friday,October 14,2022 9:29 AM To: Carver,Leila Subject: Re:Intracorp Proposed Project on Irvine Blvd. Follow up Flag: Follow up Flag Status: Flagged My mailing address is Thanks again On Oct 14,2022,at 8:59 AM,Carver,Leila<LCarver@tustinca.org>wrote: Hi=Please confirm your mailing address here so that I ensure any future notice of public hearing is sent to you. We can also email notice to you. Thank you, -Leila From: Sent:Friday,October 14,2022 5:07 AM To;Carver,Leila<LCarver@tustinca.org> Cc:Barragan,Raymond<RBarragan@tustinca.arg> Subject:Re:Intracorp Proposed Project on Irvine Blvd. Yes-please redact my name and contact information, If the notice of the public hearing will not be emailed or delivered to me by the post office, please let me know how I can find out about it. Thanks for your help On Thursday,October 13,2022 at 02:55,27 PM PDT,Carver,Leila<lcarver{a7tustinca.orcP wrote Good afternoon- We are in receipt of your emait on the proposed residential project located at 1 78 0211 78 42 Irvine Blvd,and your comments will be included in the project record. I'm happy to redact your name and contact info per your request to remain anonymous. t Page 2-23 INITIAL STUDY City of Tustin RESPONSE TO COMMENT LETTER 7: Commenter #1, October 12, 2022 (1 page) Response to Comment 7.1: The commenter states that the Project's proposed rezone should be rejected by the Planning Commission. The comment does not raise a specific issue with the adequacy of the Draft MND or raise any other CEQA issue. No further response is required. Response to Comment 7.2: The commenter states the Project would not be beneficial to the community. Additionally, the commenter asserts that the Project would dramatically change the Project site's existing character due to the proposed buildings being three stories. Finally, the commenter states that the Project would increase density, and therefore, would increase crime in the area. Under Response c) in Section 5.1,Aesthetics, of the Draft Initial Study Mitigated Negative Declaration (Draft ISMND),the Project is analyzed for consistency with the Project site's existing character. Because the Project is in an urbanized area, character consistency is dependent on consistency with the applicable zoning code and development standards. The Project would be consistent with applicable standards of the Multiple- Family Residential (R-3) zone and development standards and also consistent with maximum allowed level of density per the High Density Residential (HDR) land use designation, and therefore, would have a less than significant impact on visual character. Additionally, the maximum height requirement for the R-3 zone is 35 feet. The Project would be 34 feet and 10 inches, which would be within the zone's height limits. No further information is required, and the comment does not contain any information requiring changes to the MND. No further response is warranted. Response to Comment 7.3: The comment asks that the City keep in mind that the residents will be exposed to two years of construction noise, increased dust, and traffic issues in addition to existing noise sources. As analyzed under Section 5.3, Air Quality, Section 5.13, Noise, and Section 5.17, Transportation, Project construction is anticipated to result in a less than significant impact on air quality,noise,and traffic. No further information is required, and the comment does not contain any information requiring changes to the MND. No further response is warranted. Response to Comment 7.4: The commenter states that the only zoning that should be considered for the Project site is low-density residential. Additionally, the commenter states that low-density residential would provide favorable street views and is more consistent with surrounding land uses.The comment does not raise a specific issue with the adequacy of the Draft MND or raise any other CEQA issue. No further response in required. Response to Comment 7.5: The commenter states that meetings with the applicant and City have been unproductive, poorly scheduled, and people have been absent from them. The comment does not raise a specific issue with the adequacy of the Draft MND or raise any other CEQA issue. No further response in required. Response to Comment 7.6: The commenter indicates dissatisfaction with their lack of opportunity for input on the Project. The commenter asserts that opinions on the Project by the public have not been taken into account.The commenter requests that residents be able to voice their concerns during the Planning Commission hearing. The Planning Commission hearing will provide an opportunity for public comment. The comment does not raise a specific issue with the adequacy of the Draft MND or raise any other CEQA issue. No further response in required. Page 2-24 ENVIRONMENT I PLANNING I DEVELOPMENT SOLUTIONS , INC . To: City of Tustin, Planning Division From: Alex J. Garber Date: 7/25/2022 Re: Air Quality, Energy, and Greenhouse Gas Impact Analysis for the 17802 Irvine Boulevard Residential Development This technical memorandum presents an analysis of the air quality, energy, and greenhouse gas (GHG) impact for the proposed 17802 Irvine Boulevard Residential Development(project), located at 17802 Irvine Boulevard in the City of Tustin. The project proposes the construction of 36 townhomes and four single family homes with common open space and landscaping on a 2.071-acre site. The site is currently developed with two office buildings totaling 44,948 square feet (sf). The project site is shown in Figure 1 Project Site. To support the CEQA document for the proposed project, this report analyzes the proposed project's construction and net operational impacts to air quality (emission of criterial pollutants) emissions using the California Emissions Estimator Model (CaIEEMod v. 2022.1) land use emission model. Table 1: Construction Schedule shows the estimated construction schedule, which is expected to last about 11 months. Table 1. Construction Schedule Activity Start Date End Date Total Days Demolition 3/1/2023 3 23 2023 20 Site Preparation 3/24/2023 3 31 2023 7 Grading 4/1/2023 4 17 2023 14 Building Construction 4/18/2023 12 29 2023 220 Paving 1/1/2024 1 11 2024 10 Architectural Coating 1/12/2024 1/23/2024 10 Summary of Air Quality, Energy and GHG Impacts Air Quality: The project's maximum daily emissions (regional and local) for construction and operation of the project would not exceed SCAQMD's regional thresholds of significance. In addition,all construction activities would comply with applicable SCAQMD rules and regulations, including Rule 403 to minimize fugitive PM dust emissions, Rule 445 preventing woodfire stoves, and Rule 11 13 which allows only Low-Volatile Organic Compounds (VOC) paints. Projects that do not exceed the regional thresholds are assumed to not have a significant impact on a project level and cumulative level. Therefore, the proposed project would have less than significant air quality impacts. Energy: The project's energy consumption for construction does not have any unusual characteristics and is not less efficient compared with other similar construction sites. The operation of the project is also similar to other residential projects and would comply with Title 24 as well as all applicable City business and energy codes and ordinances. ng ■ Due Diligence ■ Entitlements ■ CEQA/NEPA■ Development Services■Management ■ 2355 Main Street,Suite 100 ■ Irvine,CA 92614 949.794.1180 ■ info@epdsolutions.com 17802 Irvine Boulevard Residential Development E I P I D SOLUTIONS, INC. Air QualitylEnergylGHG Summary GHG: Finally, the proposed project's net GHG emissions of -180 MTCO2e per year are below the existing operation and the SCAQMD significance threshold of 3,000 MTCO2e per year for residential projects. Therefore,the project has a less then significant impact on GHG emissions. Air Quality Impact Tables Regional Emissions The SCAQMD has adopted maximum daily emission thresholds' (pounds/day) for the criteria pollutants during construction and operation of a project. While incremental regional air quality impacts of an individual project are generally very small and difficult to measure, SCAQMDs regional maximum emission thresholds set standards to reduce the burden of SCAQMD to attain and maintain ambient air quality standards. The regional thresholds apply to the criteria pollutants mentioned above and can be found in Table 2: Regional Construction Emissions Estimates and Table 3: Net Regional Operational Emissions Estimates along with the CalEEMod projects emissions.These emission thresholds include the project emissions generated both from onsite sources (such as off-road construction equipment and fugitive dust) and offsite sources (vehicle travel leaving and arriving to the site). As can be seen in Table 2 and Table 3, the project would have less then significant regional air quality impacts. Table 2. Regional Construction Emission Estimates Maximum Daily Regional Emissions Construction Activity (pounds/day) ROG NO. CO SO. PMIO PM2.5 2023 Demolition 1.8 19.5 18.6 0.0 3.2 1.1 Site Prep 1.4 13.9 11.9 0.0 1.0 0.6 Grading 2.1 31.5 23.4 0.1 3.6 2.1 Building Construction 1.6 12.6 14.7 0.0 0.6 0.5 Maximum Daily Emissions 2.1 31.5 23.4 0.1 3.6 2.1 2024 Paving 0.8 6.4 8.3 0.0 0.3 0.3 Architectural Coating 50.3 1.2 1.5 0.0 0.0 0.0 Maximum Daily Emissions 50.3 6.4 8.3 0.0 0.3 0.3 Maximum Daily 50.3 31.5 23.4 0.1 3.6 2.1 Emission 2023-2024 SCAQMD Significance 75 100 550 150 150 55 Thresholds Threshold Exceeded? No No No No No No Table 3. Net Regional Operational Emission Estimates Maximum Daily Regional Emissions Operational Activity (pounds/day) ROG NO. CO SO. PM10 PM2.5 Area 2.1 0.7 2.5 0.0 0.1 0.1 Energy 0.0 0.3 0.1 0.0 0.0 0.0 Mobile 1.2 1.1 11.2 0.0 1.0 0.2 Total Project Operational 3.3 2.0 13.8 0.0 1.1 0.3 Emissions Existing Total Emissions 3.3 1.9 17.8 0.0 1.4 0.3 Net Total Operational 0.0 0.2 -4.0 0.0 -0.3 0.0 Emissions SCAQMD Significance 55 55 550 150 150 55 Thresholds Threshold Exceeded? No No No No No No SCAQMD April 2019. Found at htt /www.agmd.gov docs/default-source cega/handbook scagmd-air-quality- significance-thresholds.pdf 2 17802 Irvine Boulevard Residential Development E I P I D SOLUTIONS, INC. Air QualitylEnergylGHG Summary Local Emissions Localized significance thresholds (LSTs) were also adopted by the SCAQMD due to project-related construction or operational air emissions having the potential to exceed the state and national air quality standards in the project vicinity, while not exceeding the regional emission significance thresholds adopted by the SCAQMD. These thresholds set the maximum rates of daily construction or operational emissions from a project site that would not exceed a national or State ambient air quality standard2. The differences between regional thresholds and LSTs are as follows: 1. Regional thresholds include all sources of project construction and operational emissions generated from onsite and offsite emission sources whereas the LSTs only consider the emissions generated from onsite emission sources. 2. LSTs only apply to CO, NO, Wo, and PM2.5, while regional thresholds include both ROG and SOX. 3. Regional Thresholds apply to emission sources located anywhere within the SCAQMD whereas the LSTs are location dependent and also depend on the size of the project, and emission location relative to the nearest sensitive receptor. A sensitive receptor is defined as an individual who is most susceptible to negative health affects when exposed to air pollutants including children,the elderly, and adults with chronic health issues. Such receptors include residences, schools, elderly care centers, and hospitals. SCAQMD provides screening look up tables (Appendix C of the SCAQMD 2008 Final Localized Significance Threshold Methodology)3 for projects that disturb less than or equal to 5 acres in size in a day. These tables were created to easily determine if the daily emissions of NO., CO, Wo, and PM2.5 from a project could result in a significant impact to the local air quality. The thresholds are determined by: • Source receptor area (SRA),the geographic area within the SCAQMD that can act as both a source of emissions and a receptor of emission impacts (project is located within SRA 17, Central Orange County), • Size of the project, • Distance to the nearest sensitive receptor. The phase with the most ground disturbance would be the grading phase, which would grade 2 acres per day, so 2 acres were used for the look up tables. The thresholds for 2 acres from Appendix C were used. Distance to the nearest sensitive receptor also determines the emission thresholds. The sensitive receptors closest to the project include residential homes northwest of the project boundary,about 10.00 meters(32.81 feet) from the property line. These receptors (distance from the project property line to the residential structure) are less than the minimum distance provided in the lookup tables (25 meters).Therefore, 25 meters (82 feet) was used. Table 4: Localized Construction Emission Estimates shows the thresholds and estimated maximum daily construction emissions for the proposed project.As seen in Table 4,the proposed project has a less then significant localized construction air quality impact. 2 SCAQMD 2008: Final Localized Significance Threshold Methodology. Referenced on 9/3/2020 at http://www.agmd.gov/docs/defaultsource/cega/handbook/localized-significance-thresholds/final-Ist- methodology-document.pdf 3 SCAQMD 2008: Final Localized Significance Threshold Methodology Appendix C. Referenced on 9/16/2020 at http://www.agmd.gov/docs/default-source/cega/handbook/localized-significance-thresholds/appendix-c-mass- rate-Ist-look-up-tables.pdf?sfvrsn=2 3 17802 Irvine Boulevard Residential Development E I P I D SOLUTIONS, INC. Air QualitylEnergylGHG Summary Table 4. Localized Construction Emission Estimates Maximum Daily Regional Emissions Construction Activity (pounds day) NO. CO PMIO PM2.5 2022 Demolition 17.0 16.9 3.0 1.0 Site Prep 13.9 11.9 1.0 0.6 Grading 17.8 16.8 2.7 1.7 Building Construction 12.3 12.8 0.5 0.5 Maximum Daily Emissions 17.8 16.9 3.0 1.7 2023 Paving 6.4 8.3 0.3 0.3 Architectural Coating 1.2 1.5 0.0 0.0 Maximum Daily Emissions 6.4 8.3 0.3 0.3 Maximum Daily Emission 2021-2022 17.8 16.9 3.0 1.7 SCAQMD Significance Thresholds 115 715 6 4 Threshold Exceeded? No No No No According to the SCAQMD LST methodology, LSTs apply to project stationary mobile sources. Projects that involve mobile sources that spend long periods queuing and idling at a site, such as transfer facilities or warehousing and distribution buildings, have the potential to exceed the operational localized significance thresholds. The proposed project would operate 40 residential units, which do not involve vehicles idling or queueing for long periods. Therefore, due to the lack of significant stationary source emissions, impacts related to operational localized significance thresholds would be less than significant. Energy The State CEQA Guidelines do not have specific thresholds for Energy consumption. Rather, the question in Appendix G: VI Energy (a) asks, "[Does the proposed project] Result in potentially significant environmental impact due to wasteful, inefficient, or unnecessary consumption of energy resources during project construction or operation?". Therefore, for the purpose of this analysis,a significant impact would occur if: • The Project design and/or location encourages wasteful, inefficient, and unnecessary consumption of energy, especially fossil fuels such as coal, natural gas, and petroleum, as well as the use of fuel by vehicles anticipated to travel to and from the project. The following assumptions were used to calculate the energy consumption of the proposed project: • The project's construction and operational energy consumption would be provided by Southern California Edison Company. • Construction equipment fuel consumption derived from ARB Offroad2021 emission model • Fuel Consumption from vehicle travel derived from ARB EMFAC2021 emission model • Electrical and natural gas usage derived from the CalEEMod model Construction Electricity and Natural Gas Usage: Due to the project size and the fact that construction is temporary,the electricity used would be substantially less than that required for project operation and would have a negligible contribution to the project's overall energy consumption. The electric power used would be for as-necessary lighting and electronic equipment such as computers inside temporary construction trailers. Natural gas is not anticipated to be needed for construction activities. Any consumption of natural gas would be minor and negligible in comparison to the operation of the proposed project. Petroleum Fuel Usage: 4 77802 Irvine Boulevard Residential Development E I P I D SOLUTIONS, INC. Air QualitylEnergylGHG Summary The construction equipment associated with construction activities (off-road/heavy duty vehicles) would rely on diesel fuel as would vendor and haul trucks involved in delivering building materials and removing the demolition debris from the project site. Construction workers would travel to and from the project site throughout the duration of construction, and for a conservative analysis it is assumed that construction workers would travel in gasoline-powered passenger vehicles. Table 5: Construction Equipment Fuel Usage, used the total fuel consumption and horsepower-hour data contained within the ARB 0ffRoad2021 emission model for specific types of diesel construction equipment. It should be noted that the total fuel consumption is a conservative analysis and would likely overstate the amount of fuel usage, as specific construction equipment is not expected to operate during the duration of the construction activity (i.e., crane). Table 6: Estimate Project Vehicle Fuel Usage, summarizes the project's construction vehicle fuel usage based on vehicle miles traveled and fuel usage factors contained in the ARB EMFAC2021. The trips included are worker vehicles, vendor vehicles, and haul vehicles. Table 7: Total Construction Fuel Usage, shows the overall fuel consumption for construction of the proposed project. 5 17802 Irvine Boulevard Residential Development E P I D SOLUTIONS, INC. Air OualitylEnergylGHG Summary Table 5. Construction Equipment Fuel Usage Activity Equipment Number Hours Horse- Load Days of Total Horsepower- Fuel Rate Fuel Use power Factor Construction (gal/hp-hr) (gallons) day hours Tractors Loaders Backhoes 3 8 84 0.37 20 14,918 0.01915595 286 Demolition Rubber Tired Dozers 1 8 367 0.4 20 23,488 0.02061516 484 Concrete Industrial Saws 1 8 33 0.73 20 3,854 0.04182672 161 Graders 1 8 148 0.41 7 3,398 0.02116786 72 Site Preparation Scrapers 1 8 423 0.48 7 11,370 0.02500758 284 Tractors Loaders Backhoes 1 8 84 0.37 7 1,740 0.01 915595 33 Graders 1 8 1 148 0.41 1 14 6,796 0.02116786 144 Grading Rubber Tired Dozers 1 8 367 0.4 14 16,442 0.02061516 339 Tractors Loaders Backhoes 2 8 84 0.37 14 6,962 0.01915595 133 Cranes 1 8 367 0.29 220 187,317 0.01489692 2,790 Forklifts 2 8 82 0.2 220 57,728 0.01044404 603 Model Building Construction Generator Sets 1 8 14 0.74 220 18,234 0.04233865 772 Tractors Loaders Backhoes 1 8 84 0.37 220 54,701 0.01 915595 1,048 Welder 3 8 46 0.45 220 109,296 0.02583478 2,824 Tractors Loaders Backhoes 1 1 8 84 1 0.37 10 2,486 0.01915595 48 Pavers 1 8 81 0.42 10 2,722 0.0215369 59 Paving Paving Equipment 1 8 89 0.36 10 2,563 0.01846541 47 Rollers 2 8 36 0.38 10 2,189 0.01983745 43 Cement and Mortar Mixers 1 8 10 0.56 10 448 0.01976757 9 Architectural Coating Air Compressors 1 8 78 0.48 10 2,995 0.02759304 83 Total 10,262 6 17802 Irvine Boulevard Residential Development E I P 1 D SOLUTIONS, INC. Air QualitylEnergylGHG Summary Table 6. Estimated Project Vehicle Fuel Usage Construction Number VMT Fuel Rate Gallons of Diesel Gallons of Source Fuel Gasoline Fuel Haul Trucks 175 3,500 5.93 591 0 Vendor Trucks 4 8,976 8.93 1,005 0 Worker Vehicles 65 122,026 26.85 0 4,545 Total 1 1,596 4,545 Table 7. Total Construction Fuel Usage Construction Source Gallons of Diesel Fuel Gallons of Gasoline Fuel Construction Vehicles 1,596 4,545 Off-road Construction 10,262 0 Equipment Total 11,858 4,545 Operation The operation of the proposed project would consume electricity,natural gas, and petroleum.The net energy consumption can be found in Table 8: Net Annual Operational Energy Requirements, below. Electricity and natural gas consumption were found in the Annual CalEEMod Output Sheets attached. The gasoline consumption rates utilize the same assumptions that were used for the worker vehicles. Table 8. Net Annual Operational Energy Requirements Operational Source Energy Usage Electricity (Kilowatt-Hours) Project 195,990 Existing 840,633 Net -644,643 Natural Gas (Thousands British Thermal Units) Project 1,01 8,434 Existing 1,139,273 Net -120,839 Petroleum (gasoline) Consumption Annual VMT Gallons of Gasoline Fuel Project 1,1 16,376 41,585 Existing 1,306,902 48,682 Net -190,544 -7,098 Conclusion The proposed project has no unusual characteristics that would make the construction fuel and energy consumption associated with construction of the project less efficient compared with other similar construction sites throughout the state. The consumption would also be temporary and localized. Operation of the 36 townhome and four single family residential units would comply with all the energy efficiency requirements under Title 24 and all applicable City business and energy codes ordinances. Therefore, the construction and operation of the project would result in a less than significant impact for inefficient, wasteful, or unnecessary energy use, and no mitigation would be required. Greenhouse Gas SCAQMD has convened a Greenhouse Gas Emissions (GHG) CEQA Significance Threshold Working Group to help lead agencies determine significance thresholds for GHG emissions when SCAQMD is not the lead 7 17802 Irvine Boulevard Residential Development E I P I D SOLUTIONS, INC. Air QualitylEnergylGHG Summary agency. The last working group was held September 2010 (Meeting No. 15)4 and proposed a tiered approach, equivalent to the existing consistency determination requirements in CEQA Guidelines Sections 15064(h)(3), 15125(d), or 15152(a). The most recent proposal issued in Meeting No. 15 uses a tiered approach, Tier 1 to Tier 5,to evaluate potential GHG impacts from various uses. This assessment will apply the Tier 3: Numerical Screening Thresholds approach. Tier three consists of screening values in metric tons of carbon dioxide equivalent (MTCO2e) (converting other greenhouse gasses to an equivalent impact of CO2), which the lead agency can choose, but must be consistent with all projects within its jurisdiction. A project's construction emissions are averaged over 30 years and are added to the project's operational emissions. If a project's emissions are below one of the following screening thresholds,then the project impact would be is less than significant: • Option 1: All land use types: 3,000 MTCO2e per year • Option 2: Based on land use type: residential: 3,500 MTCO2e per year; commercial: 1,400 MTCO2e per year; or mixed use: 3,000 MT CO2e per year Executive Order S-3-05's year 2050 goal is the basis of SCAQMD' draft Tier 3 screening level thresholds. The objective of the Executive Order is to contribute to capping worldwide CO2 concentrations at 450 ppm, stabilizing global climate change. The City of Tustin utilizes Option 1, and therefore the threshold is 3,000 MTCO2e per year. The project's construction GHG emissions are shown in Table 9: Project Construction GHG Emissions, and the overall construction and operational emissions are shown in Table 10: Net GHG Emissions. These emissions were calculated using the CaIEEMod Model. The construction emissions are amortized over 30 years. As shown in Table 10, the net GHG emissions are -180 MTCO2e per year, below the existing operation and the 3,000 MTCO2e per year. Therefore, the project would have a less than significant GHG impact. Table 9. Project Construction GHG Emissions Annual GHG Emissions Activity (MTCO2e) 2023 423 2024 6 Total Emissions 429 Total Emissions Amortized 14 Over 30 Years 4 SCAQMD 2010. Minutes of the GHG CEQA Significance Threshold Stakeholder Working Group #15. Referenced on 921 2020 at: http://www.agmd.gov/docs/default-source/cega/handbook/greenhouse-gases-(ghg)-cega- significance-thresholds year-2008-2009/ghg-meeting-1 5/ghg-meeting-1 5-minutes.pdf 8 17802 Irvine Boulevard Residential Development E I P I D SOLUTIONS, INC. Air QualitylEnergylGHG Summary Table 10. Net GHG Emissions Annual GHG Emissions Activity (MTCO2e) Project Operational Emissions Mobile 396 Area 10 Energy 86 Water 4 Waste 3 Total Project Gross Operation 499 Emissions Project Construction Emissions 14 Total Emissions 513 Existing 693 Net -180 Significance Threshold 3,000 Threshold Exceeded? No 9 17802 Irvine Boulevard Residential Development E P I D SOLUTIONS, INC. Air QualitylEnergylGHG Summary Figure 1:Projed Site Plan IRVINE RD1LEVb RD � a— n 41P I - iL i kms; '4H I H o io an m 10 17802 Irvine Boulevard Residential Development E I P I D SOLUTIONS, INC. Air Quality/Energy/GHG Summary CaIEEMod Output Sheets 17802 Irvine Blvd Custom Report, 7/22/2022 17802 Irvine Blvd Custom Report Table of Contents 1. Basic Project Information 1.1. Basic Project Information 1.2. Land Use Types 1.3. User-Selected Emission Reduction Measures by Emissions Sector 2. Emissions Summary 2.1. Construction Emissions Compared Against Thresholds 2.2. Construction Emissions by Year, Unmitigated 2.4. Operations Emissions Compared Against Thresholds 2.5. Operations Emissions by Sector, Unmitigated 3. Construction Emissions Details 3.1. Demolition (2023)-Unmitigated 3.3. Site Preparation (2023)-Unmitigated 3.5. Grading (2023)-Unmitigated 3.7. Building Construction (2023)-Unmitigated 1/35 17802 Irvine Blvd Custom Report, 7/22/2022 3.9. Paving (2024)-Unmitigated 3.11.Architectural Coating (2024)-Unmitigated 4. Operations Emissions Details 4.1. Mobile Emissions by Land Use 4.1.1. Unmitigated 4.2. Energy 4.2.1. Electricity Emissions By Land Use-Unmitigated 4.2.3. Natural Gas Emissions By Land Use-Unmitigated 4.3.Area Emissions by Source 4.3.2. Unmitigated 4.4.Water Emissions by Land Use 4.4.2. Unmitigated 4.5.Waste Emissions by Land Use 4.5.2. Unmitigated 4.6. Refrigerant Emissions by Land Use 4.6.1. Unmitigated 4.7. Off road Emissions By Equipment Type 2/35 17802 Irvine Blvd Custom Report, 7/22/2022 4.7.1. Unmitigated 4.8. Stationary Emissions By Equipment Type 4.8.1. Unmitigated 4.9. User Defined Emissions By Equipment Type 4.9.1. Unmitigated 4.10. Soil Carbon Accumulation By Vegetation Type 4.10.1. Soil Carbon Accumulation By Vegetation Type-Unmitigated 4.10.2.Above and Belowground Carbon Accumulation by Land Use Type-Unmitigated 4.10.3.Avoided and Sequestered Emissions by Species-Unmitigated 5.Activity Data 5.1. Construction Schedule 5.2. Off-Road Equipment 5.2.1. Unmitigated 5.3. Construction Vehicles 5.3.1. Unmitigated 5.4.Vehicles 5.4.1. Construction Vehicle Control Strategies 3/35 17802 Irvine Blvd Custom Report, 7/22/2022 5.5.Architectural Coatings 5.6. Dust Mitigation 5.6.1. Construction Earthmoving Activities 5.6.2. Construction Earthmoving Control Strategies 5.7. Construction Paving 5.8. Construction Electricity Consumption and Emissions Factors 5.9. Operational Mobile Sources 5.9.1. Unmitigated 5.10. Operational Area Sources 5.10.1. Hearths 5.10.1.1. Unmitigated 5.10.2.Architectural Coatings 5.10.3. Landscape Equipment 5.11. Operational Energy Consumption 5.11.1. Unmitigated 5.12. Operational Water and Wastewater Consumption 5.12.1. Unmitigated 4/35 17802 Irvine Blvd Custom Report, 7/22/2022 5.13. Operational Waste Generation 5.13.1. Unmitigated 5.14. Operational Refrigeration and Air Conditioning Equipment 5.14.1. Unmitigated 5.15. Operational Off-Road Equipment 5.15.1. Unmitigated 5.16. Stationary Sources 5.16.1. Emergency Generators and Fire Pumps 5.16.2. Process Boilers 5.17. User Defined 5.18.Vegetation 5.18.1. Land Use Change 5.18.1.1. Unmitigated 5.18.1. Biomass Cover Type 5.18.1.1. Unmitigated 5.18.2. Sequestration 5.18.2.1. Unmitigated 5/35 17802 Irvine Blvd Custom Report, 7/22/2022 8. User Changes to Default Data 6/35 17802 Irvine Blvd Custom Report, 7/22/2022 1. Basic Project Information 1.1. Basic Project Information Project Name 17802 Irvine Blvd Lead Agency — Land Use Scale Project/site Analysis Level for Defaults County Wndspeed(m/s) 2.50 Precipitation(days) 18.6 Location 33.747968199954116,-117.82095966535911 County Orange City Tustin Air District South Coast AQMD Air Basin South Coast TAZ 5963 EDFZ 7 Electric Utility Southern California Edison Gas Utility Southern California Gas 1.2. Land Use Types Lot Acreage Landscape Area(sq Special Landscape � . Condo/Townhouse 36.0 Dwelling Unit 1.79 71,767 4,626 9,869 107 — Single Family 4.00 Dwelling Unit 0.20 8,016 514 1,096 12.0 — Housing Parking Lot 9.00 Space 0.08 0.00 0.00 0.00 7/35 17802 Irvine Blvd Custom Report, 7/22/2022 1.3. User-Selected Emission Reduction Measures by Emissions Sector No measures selected 2. Emissions Summary 2.1. Construction Emissions Compared Against Thresholds Criteria Pollutants(Ib/day for daily,ton/yr for annual)and GHGs(Ib/day for daily, MT/yr for annual) Daily,Summer(Max) — — — — — — — U n m it. 2.07 31.6 23.3 0.09 5.67 2.59 13,963 Daily,Winter(Max) — — — — — — — U n m it. 50.3 19.5 18.6 0.04 3.65 1.23 4,621 Average Daily(Max) — — — — — — — U n m it. 1.40 10.1 10.9 0.02 0.99 0.53 2,553 Annual(Max) — — — — — — — Unmit. 0.26 1.85 1.98 <0.005 0.18 0.10 423 Exceeds(Daily Max) — — — — — — — Threshold 75.0 100 550 150 150 55.0 — Unmit. No No No No No No — Exceeds(Average — — — — — — — Daily) Threshold 75.0 100 550 150 150 55.0 — Unmit. No No No No No No — 2.2. Construction Emissions by Year, Unmitigated Criteria Pollutants(Ib/day for daily,ton/yr for annual)and GHGs(Ib/day for daily, MT/yr for annual) 8/35 17802 Irvine Blvd Custom Report, 7/22/2022 Daily-Summer(Max) - - - - - - - 2023 2.07 31.6 23.3 0.09 5.67 2.59 13,963 Daily-Winter(Max) - - - - - - - 2023 1.82 19.5 18.6 0.04 3.65 1.23 4,621 2024 50.3 6.44 8.26 0.01 0.49 0.33 1,248 Average Daily - - - - - - - 2023 1.14 10.1 10.9 0.02 0.99 0.53 2,553 2024 1.40 0.21 0.27 <0.005 0.02 0.01 39.1 Annual - - - - - - - 2023 0.21 1.85 1.98 <0.005 0.18 0.10 423 2024 0.26 0.04 0.05 <0.005 <0.005 <0.005 6.47 2.4. Operations Emissions Compared Against Thresholds Criteria Pollutants(Ib/day for daily,ton/yr for annual)and GHGs(Ib/day for daily, MT/yr for annual) Daily,Summer(Max) - - - - - - - U n m it. 3.34 1.94 13.8 0.03 1.08 0.27 4,269 Daily,Winter(Max) - - - - - - - U n m it. 3.12 2.01 10.7 0.03 1.08 0.26 4,144 Average Daily(Max) - - - - - - - U n m it. 3.05 1.27 10.8 0.03 0.89 0.19 3,012 Annual(Max) - - - - - - - Unmit. 0.56 0.23 1.97 <0.005 0.16 0.03 499 Exceeds(Daily Max) - - - - - - - Threshold 55.0 55.0 550 150 150 55.0 - Unmit. No No No No No No - 9/35 17802 Irvine Blvd Custom Report, 7/22/2022 Exceeds(Average - - - - - - - Daily) Threshold 55.0 55.0 550 150 150 55.0 - Unmit. No No No No No No - Exceeds(Annual) - - - - - - - Threshold - - - - - - 3,000 Unmit. - - - - - - No 2.5. Operations Emissions by Sector, Unmitigated Criteria Pollutants(Ib/day for daily,ton/yr for annual)and GHGs(Ib/day for daily, MT/yr for annual) Daily,Summer(Max) - - - - - - - Mobile 1.23 1.00 11.2 0.03 1.00 0.19 2,861 Area 2.09 0.69 2.54 <0.005 0.05 0.05 849 Energy 0.02 0.26 0.11 <0.005 0.02 0.02 516 Water - - - - - - 23.3 Waste - - - - - - 18.8 Refrig. - - - - - - 0.57 Total 3.34 1.94 13.8 0.03 1.08 0.27 4,269 Daily,Winter(Max) - - - - - - - Mobile 1.22 1.09 10.3 0.03 1.00 0.19 2,742 Area 1.88 0.66 0.28 <0.005 0.05 0.05 843 Energy 0.02 0.26 0.11 <0.005 0.02 0.02 516 Water - - - - - - 23.3 Waste - - - - - - 18.8 Refrig. - - - - - - 0.57 Total 3.12 2.01 10.7 0.03 1.08 0.26 4,144 10/35 17802 Irvine Blvd Custom Report, 7/22/2022 Average Daily - - - - - - - Mobile 1.04 0.95 9.12 0.02 0.86 0.16 2,391 Area 1.99 0.06 1.57 <0.005 <0.005 <0.005 61.9 Energy 0.02 0.26 0.11 <0.005 0.02 0.02 516 Water - - - - - - 23.3 Waste - - - - - - 18.8 Refrig. - - - - - - 0.57 Total 3.05 1.27 10.8 0.03 0.89 0.19 3,012 Annual - - - - - - - Mobile 0.19 0.17 1.66 <0.005 0.16 0.03 396 Area 0.36 0.01 0.29 <0.005 <0.005 <0.005 10.3 Energy <0.005 0.05 0.02 <0.005 <0.005 <0.005 85.4 Water - - - - - - 3.86 Waste - - - - - - 3.12 Refrig. - - - - - - 0.09 Total 0.56 0.23 1.97 <0.005 0.16 0.03 499 3. Construction Emissions Details 3.1. Demolition (2023) - Unmitigated Criteria Pollutants(Ib/day for daily,ton/yr for annual)and GHGs(Ib/day for daily, MT/yr for annual) Onsite - - - - - - - Daily,Summer(Max) - - - - - - - Daily,Winter(Max) - - - - - - - Off-Road Equipment 1.74 17.0 16.9 0.02 0.76 0.70 2,502 Demolition - - - - 2.23 0.34 - 11/35 17802 Irvine Blvd Custom Report, 7/22/2022 Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Average Daily - - - - - - - Off-Road Equipment 0.10 0.93 0.93 <0.005 0.04 0.04 137 Demolition - - - - 0.12 0.02 - Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Annual - - - - - - - Off-Road Equipment 0.02 0.17 0.17 <0.005 0.01 0.01 22.7 Demolition - - - - 0.02 <0.005 - Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Offsite - - - - - - - Daily,Summer(Max) - - - - - - - Daily,Winter(Max) - - - - - - - Worker 0.05 0.06 0.70 0.00 0.01 0.00 166 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.04 2.45 1.04 0.01 0.15 0.07 1,952 Average Daily - - - - - - - Worker <0.005 <0.005 0.04 0.00 <0.005 0.00 9.26 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Hauling <0.005 0.14 0.06 <0.005 0.01 <0.005 107 Annual - - - - - - - Worker <0.005 <0.005 0.01 0.00 <0.005 0.00 1.53 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Hauling <0.005 0.02 0.01 <0.005 <0.005 <0.005 17.7 3.3. Site Preparation (2023) - Unmitigated Criteria Pollutants(Ib/day for daily,ton/yr for annual)and GHGs(Ib/day for daily, MT/yr for annual) 12/35 17802 Irvine Blvd Custom Report, 7/22/2022 Onsite - - - - - - - Daily,Summer(Max) - - - - - - - Daily,Winter(Max) - - - - - - - Off-Road Equipment 1.38 13.9 11.9 0.03 0.61 0.56 2,762 Dust From Material - - - - 0.41 0.04 - Movement Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Average Daily - - - - - - - Off-Road Equipment 0.03 0.27 0.23 <0.005 0.01 0.01 53.0 Dust From Material - - - - 0.01 <0.005 - Movement Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Annual - - - - - - - Off-Road Equipment <0.005 0.05 0.04 <0.005 <0.005 <0.005 8.77 Dust From Material - - - - <0.005 <0.005 - Movement Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Offsite - - - - - - - Daily,Summer(Max) - - - - - - - Daily,Winter(Max) - - - - - - - Worker 0.03 0.04 0.42 0.00 0.01 0.00 99.9 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Average Daily - - - - - - - Worker <0.005 <0.005 0.01 0.00 <0.005 0.00 1.95 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Annual - - - - - - - Worker <0.005 <0.005 <0.005 0.00 <0.005 0.00 0.32 13/35 17802 Irvine Blvd Custom Report, 7/22/2022 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.5. Grading (2023)- Unmitigated Criteria Pollutants(Ib/day for daily,ton/yr for annual)and GHGs (Ib/day for daily, MT/yr for annual) Onsite - - - - - - - Daily,Summer(Max) - - - - - - - Off-Road Equipment 1.81 17.8 16.8 0.02 0.85 0.78 2,535 Dust From Material - - - - 1.86 0.89 - Movement Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Daily,Winter(Max) - - - - - - - Average Daily - - - - - - - Off-Road Equipment 0.07 0.68 0.64 <0.005 0.03 0.03 97.2 Dust From Material - - - - 0.07 0.03 - Movement Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Annual - - - - - - - Off-Road Equipment 0.01 0.12 0.12 <0.005 0.01 0.01 16.1 Dust From Material - - - - 0.01 0.01 - Movement Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Offsite - - - - - - - Daily,Summer(Max) - - - - - - - Worker 0.04 0.04 0.65 0.00 0.01 0.00 141 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.22 13.7 5.93 0.07 0.86 0.39 11,288 14/35 17802 Irvine Blvd Custom Report, 7/22/2022 Daily,Winter(Max) - - - - - - - Average Daily - - - - - - - Worker <0.005 <0.005 0.02 0.00 <0.005 0.00 5.19 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Hauling 0.01 0.55 0.23 <0.005 0.03 0.02 433 Annual - - - - - - - Worker <0.005 <0.005 <0.005 0.00 <0.005 0.00 0.86 Vendor 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Hauling <0.005 0.10 0.04 <0.005 0.01 <0.005 71.6 3.7. Building Construction (2023) - Unmitigated Criteria Pollutants (Ib/day for daily,ton/yr for annual)and GHGs (Ib/day for daily, MT/yr for annual) Im w' • • - Onsite - - - - - - - Daily,Summer(Max) - - - - - - - Off-Road Equipment 1.44 12.3 12.8 0.02 0.53 0.49 2,320 Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Daily,Winter(Max) - - - - - - - Off-Road Equipment 1.44 12.3 12.8 0.02 0.53 0.49 2,320 Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Average Daily - - - - - - - Off-Road Equipment 0.87 7.38 7.70 0.01 0.32 0.30 1,398 Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Annual - - - - - - - Off-Road Equipment 0.16 1.35 1.40 <0.005 0.06 0.05 231 Onsite truck 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Offsite - - - - - - - 15/35 17802 Irvine Blvd Custom Report, 7/22/2022 Daily,Summer(Max) - - - - - - - Worker 0.11 0.11 1.78 0.00 0.02 0.00 384 Vendor <0.005 0.15 0.08 <0.005 0.01 <0.005 146 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Daily,Winter(Max) - - - - - - - Worker 0.10 0.13 1.54 0.00 0.02 0.00 364 Vendor <0.005 0.16 0.08 <0.005 0.01 <0.005 146 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Average Daily - - - - - - - Worker 0.06 0.08 0.97 0.00 0.01 0.00 223 Vendor <0.005 0.10 0.05 <0.005 0.01 <0.005 88.1 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Annual - - - - - - - Worker 0.01 0.01 0.18 0.00 <0.005 0.00 36.9 Vendor <0.005 0.02 0.01 <0.005 <0.005 <0.005 14.6 Hauling 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.9. Paving (2024) - Unmitigated Criteria Pollutants(Ib/day for daily,ton/yr for annual)and GHGs(Ib/day for daily, MT/yr for annual) Onsite - - - - - - - Daily,Summer(Max) - - - - - - - Daily,Winter(Max) - - - - - - - Off-Road Equipment 0.75 6.44 8.26 0.01 0.31 0.29 1,248 Paving 0.02 - - - - - - Average Daily - - - - - - - Off-Road Equipment 0.02 0.18 0.23 <0.005 0.01 0.01 34.2 16/35 17802 Irvine Blvd Custom Report, 7/22/2022 Paving <0.005 — — — — — — Annual — — — — — — — Off-Road Equipment <0.005 0.03 0.04 <0.005 <0.005 <0.005 5.66 Paving <0.005 — — — — — — Offsite — — — — — — — Daily,Summer(Max) — — — — — — — Daily,Winter(Max) — — — — — — — Average Daily — — — — — — — Annual — — — — — — — 3.11. Architectural Coating (2024) - Unmitigated Criteria Pollutants(Ib/day for daily,ton/yr for annual)and GHGs(Ib/day for daily, MT/yr for annual) Onsite — — — — — — — Daily,Summer(Max) — — — — — — — Daily,Winter(Max) — — — — — — — Off-Road Equipment 0.18 1.21 1.53 <0.005 0.04 0.04 179 Architectural Coatings 50.1 — — — — — — Average Daily — — — — — — — Off-Road Equipment <0.005 0.03 0.04 <0.005 <0.005 <0.005 4.89 Architectural Coatings 1.37 — — — — — — Annual — — — — — — — Off-Road Equipment <0.005 0.01 0.01 <0.005 <0.005 <0.005 0.81 Architectural Coatings 0.25 — — — — — — Offsite — — — — — — — Daily,Summer(Max) — — — — — — — Daily,Winter(Max) — — — — — — — 17/35 17802 Irvine Blvd Custom Report, 7/22/2022 Average Daily - - - - - - - Annual - - - - - - - 4. Operations Emissions Details 4.1. Mobile Emissions by Land Use 4.1.1. Unmitigated Criteria Pollutants(Ib/day for daily,ton/yr for annual)and GHGs(Ib/day for daily, MT/yr for annual) Daily,Summer(Max) - - - - - - - Condo/Townhouse 1.10 0.89 9.97 0.02 0.16 0.06 2,554 Single Family Housing 0.13 0.11 1.20 <0.005 0.02 0.01 307 Parking Lot 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Total 1.23 1.00 11.2 0.03 0.18 0.07 2,861 Daily,Winter(Max) - - - - - - - Condo/Townhouse 1.09 0.97 9.22 0.02 0.16 0.06 2,448 Single Family Housing 0.13 0.12 1.11 <0.005 0.02 0.01 294 Parking Lot 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Total 1.22 1.09 10.3 0.03 0.18 0.07 2,742 Annual - - - - - - - Condo/Townhouse 0.17 0.15 1.46 <0.005 0.02 0.01 348 Single Family Housing 0.02 0.02 0.20 <0.005 <0.005 <0.005 48.4 Parking Lot 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Total 0.19 0.17 1.66 <0.005 0.03 0.01 396 4.2. Energy 18/35 17802 Irvine Blvd Custom Report, 7/22/2022 4.2.1. Electricity Emissions By Land Use-Unmitigated Criteria Pollutants(Ib/day for daily,ton/yr for annual)and GHGs(Ib/day for daily, MT/yr for annual) Daily,Summer(Max) — — — — — — — Condo/Townhouse — — — — — — 159 Single Family Housing — — — — — — 26.5 Parking Lot — — — — — — 2.97 Total — — — — — — 188 Daily,Winter(Max) — — — — — — — Condo/Townhouse — — — — — — 159 Single Family Housing — — — — — — 26.5 Parking Lot — — — — — — 2.97 Total — — — — — — 188 Annual — — — — — — — Condo/Townhouse — — — — — — 26.3 Single Family Housing — — — — — — 4.39 Parking Lot — — — — — — 0.49 Total — — — — — — 31.2 4.2.3. Natural Gas Emissions By Land Use-Unmitigated Criteria Pollutants(Ib/day for daily,ton/yr for annual)and GHGs(Ib/day for daily, MT/yr for annual) Daily,Summer(Max) — — — — — — — Condo/Townhouse 0.01 0.22 0.09 <0.005 0.02 0.02 278 Single Family Housing <0.005 0.04 0.02 <0.005 <0.005 <0.005 49.3 Parking Lot 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Total 0.02 0.26 0.11 <0.005 0.02 0.02 327 19/35 17802 Irvine Blvd Custom Report, 7/22/2022 Daily,Winter(Max) - - - - - - - Condo/Townhouse 0.01 0.22 0.09 <0.005 0.02 0.02 278 Single Family Housing <0.005 0.04 0.02 <0.005 <0.005 <0.005 49.3 Parking Lot 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Total 0.02 0.26 0.11 <0.005 0.02 0.02 327 Annual - - - - - - - Condo/Townhouse <0.005 0.04 0.02 <0.005 <0.005 <0.005 46.0 Single Family Housing <0.005 0.01 <0.005 <0.005 <0.005 <0.005 8.16 Parking Lot 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Total <0.005 0.05 0.02 <0.005 <0.005 <0.005 54.2 4.3. Area Emissions by Source 4.3.2. Unmitigated Criteria Pollutants(Ib/day for daily,ton/yr for annual)and GHGs(Ib/day for daily, MT/yr for annual) Daily,Summer(Max) - - - - - - - Hearths 0.04 0.66 0.28 <0.005 0.05 0.05 843 Consumer Products 1.71 - - - - - - Architectural Coatings 0.14 - - - - - - Landscape Equipment 0.21 0.02 2.26 <0.005 <0.005 <0.005 6.09 Total 2.09 0.69 2.54 <0.005 0.05 0.05 849 Daily,Winter(Max) - - - - - - - Architectural Coatings 50.3 - - - - - - Hearths 0.04 0.66 0.28 <0.005 0.05 0.05 843 Consumer Products 1.71 - - - - - - Total 52.0 0.66 0.28 <0.005 0.05 0.05 843 20/35 17802 Irvine Blvd Custom Report, 7/22/2022 Annual — — — — — — — Architectural Coatings 0.28 — — — — — — Hearths <0.005 0.01 <0.005 <0.005 <0.005 <0.005 9.56 Consumer Products 0.31 — — — — — — Landscape Equipment 0.03 <0.005 0.28 <0.005 <0.005 <0.005 0.69 Total 0.61 0.01 0.29 <0.005 <0.005 <0.005 10.3 4.4. Water Emissions by Land Use 4.4.2. Unmitigated Criteria Pollutants(Ib/day for daily,ton/yr for annual)and GHGs(Ib/day for daily, MT/yr for annual) Daily,Summer(Max) — — — — — — — Condo/Townhouse — — — — — — 21.0 Single Family Housing — — — — — — 2.33 Parking Lot — — — — — — 0.00 Total — — — — — — 23.3 Daily,Winter(Max) — — — — — — — Condo/Townhouse — — — — — — 21.0 Single Family Housing — — — — — — 2.33 Parking Lot — — — — — — 0.00 Total — — — — — — 23.3 Annual — — — — — — — Condo/Townhouse — — — — — — 3.47 Single Family Housing — — — — — — 0.39 Parking Lot — — — — — — 0.00 Total — — — — — — 3.86 21/35 17802 Irvine Blvd Custom Report, 7/22/2022 4.5. Waste Emissions by Land Use 4.5.2. Unmitigated Criteria Pollutants(Ib/day for daily,ton/yr for annual)and GHGs(Ib/day for daily, MT/yr for annual) Daily,Summer(Max) — — — — — — — Condo/Townhouse — — — — — — 16.8 Single Family Housing — — — — — — 2.00 Parking Lot — — — — — — 0.00 Total — — — — — — 18.8 Daily,Winter(Max) — — — — — — — Condo/Townhouse — — — — — — 16.8 Single Family Housing — — — — — — 2.00 Parking Lot — — — — — — 0.00 Total — — — — — — 18.8 Annual — — — — — — — Condo/Townhouse — — — — — — 2.79 Single Family Housing — — — — — — 0.33 Parking Lot — — — — — — 0.00 Total — — — — — — 3.12 4.6. Refrigerant Emissions by Land Use 4.6.1. Unmitigated Criteria Pollutants(Ib/day for daily,ton/yr for annual)and GHGs(Ib/day for daily, MT/yr for annual) Daily,Summer(Max) — — — — — — — 22/35 17802 Irvine Blvd Custom Report, 7/22/2022 Condo/Townhouse — — — — — — 0.51 Single Family Housing — — — — — — 0.06 Total — — — — — — 0.57 Daily,Winter(Max) — — — — — — — Condo/Townhouse — — — — — — 0.51 Single Family Housing — — — — — — 0.06 Total — — — — — — 0.57 Annual — — — — — — — Condo/Townhouse — — — — — — 0.09 Single Family Housing — — — — — — 0.01 Total — — — — — — 0.09 4.7. Offroad Emissions By Equipment Type 4.7.1. Unmitigated Criteria Pollutants(Ib/day for daily,ton/yr for annual)and GHGs(Ib/day for daily, MT/yr for annual) Daily,Summer(Max) — — — — — — — Total — — — — — — — Daily,Winter(Max) — — — — — — — Total — — — — — — — Annual — — — — — — — Total — — — — — — — 4.8. Stationary Emissions By Equipment Type 4.8.1. Unmitigated Criteria Pollutants(Ib/day for daily,ton/yr for annual)and GHGs(Ib/day for daily, MT/yr for annual) 23/35 17802 Irvine Blvd Custom Report, 7/22/2022 Daily,Summer(Max) — — — — — — — Total — — — — — — — Daily,Winter(Max) — — — — — — — Total — — — — — — — Annual — — — — — — — Total — — — — — — — 4.9. User Defined Emissions By Equipment Type 4.9.1. Unmitigated Criteria Pollutants(Ib/day for daily,ton/yr for annual)and GHGs(Ib/day for daily, MT/yr for annual) Daily,Summer(Max) — — — — — — — Total — — — — — — — Daily,Winter(Max) — — — — — — — Total — — — — — — — Annual — — — — — — — Total — — — — — — — 4.10. Soil Carbon Accumulation By Vegetation Type 4.10.1. Soil Carbon Accumulation By Vegetation Type-Unmitigated Criteria Pollutants(Ib/day for daily,ton/yr for annual)and GHGs(Ib/day for daily, MT/yr for annual) Daily,Summer(Max) — — — — — — — Total — — — — — — — 24/35 17802 Irvine Blvd Custom Report, 7/22/2022 Daily,Winter(Max) — — — — — — — Total — — — — — — — Annual — — — — — — — Total — — — — — — — 4.10.2.Above and Belowground Carbon Accumulation by Land Use Type-Unmitigated Criteria Pollutants(Ib/day for daily,ton/yr for annual)and GHGs(Ib/day for daily, MT/yr for annual) Daily,Summer(Max) — — — — — — — Total — — — — — — — Daily,Winter(Max) — — — — — — — Total — — — — — — — Annual — — — — — — — Total — — — — — — — 4.10.3.Avoided and Sequestered Emissions by Species-Unmitigated Criteria Pollutants(Ib/day for daily,ton/yr for annual)and GHGs(Ib/day for daily, MT/yr for annual) Daily,Summer(Max) — — — — — — — Avoided — — — — — — — Subtotal — — — — — — — Sequestered — — — — — — — Subtotal — — — — — — — Removed — — — — — — — Subtotal — — — — — — — Daily,Winter(Max) — — — — — — — 25/35 17802 Irvine Blvd Custom Report, 7/22/2022 Avoided — — — — — — — Subtotal — — — — — — — Sequestered — — — — — — — Subtotal — — — — — — — Removed — — — — — — — Subtotal — — — — — — — Annual — — — — — — — Avoided — — — — — — — Subtotal — — — — — — — Sequestered — — — — — — — Subtotal — — — — — — — Removed — — — — — — — Subtotal — — — — — — — 5. Activity Data 5.1. Construction Schedule Demolition Demolition 3/1/2023 3/23/2023 6.00 20.0 — Site Preparation Site Preparation 3/24/2023 3/31/2023 6.00 7.00 — Grading Grading 4/1/2023 4/17/2023 6.00 14.0 — Building Construction Building Construction 4/18/2023 12/29/2023 6.00 220 — Paving Paving 1/1/2024 1/11/2024 6.00 10.0 — Architectural Coating Architectural Coating 1/12/2024 1/23/2024 6.00 10.0 — 26/35 17802 Irvine Blvd Custom Report, 7/22/2022 5.2. Off-Road Equipment 5.2.1. Unmitigated Demolition Tractors/Loaders/Backh Diesel Average 3.00 8.00 84.0 0.37 oes Demolition Rubber Tired Dozers Diesel Average 1.00 8.00 367 0.40 Demolition Concrete/Industrial Diesel Average 1.00 8.00 33.0 0.73 Saws Site Preparation Graders Diesel Average 1.00 8.00 148 0.41 Site Preparation Scrapers Diesel Average 1.00 8.00 423 0.48 Site Preparation Tractors/Loaders/Backh Diesel Average 1.00 8.00 84.0 0.37 oes Grading Graders Diesel Average 1.00 8.00 148 0.41 Grading Rubber Tired Dozers Diesel Average 1.00 8.00 367 0.40 Grading Tractors/Loaders/Backh Diesel Average 2.00 8.00 84.0 0.37 oes Building Construction Cranes Diesel Average 1.00 8.00 367 0.29 Building Construction Forklifts Diesel Average 2.00 8.00 82.0 0.20 Building Construction Generator Sets Diesel Average 1.00 8.00 14.0 0.74 Building Construction Tractors/Loaders/Backh Diesel Average 1.00 8.00 84.0 0.37 oes Building Construction Welders Diesel Average 3.00 8.00 46.0 0.45 Paving Tractors/Loaders/Backh Diesel Average 1.00 8.00 84.0 0.37 oes Paving Pavers Diesel Average 1.00 8.00 81.0 0.42 Paving Paving Equipment Diesel Average 1.00 8.00 89.0 0.36 Paving Rollers Diesel Average 2.00 8.00 36.0 0.38 Paving Cement and Mortar Diesel Average 1.00 8.00 10.0 0.56 Mixers 27/35 17802 Irvine Blvd Custom Report, 7/22/2022 Architectural Coating Air Compressors Diesel Average 1.00 8.00 37.0 0.48 5.3. Construction Vehicles 5.3.1. Unmitigated • D. Demolition — — — — Demolition Worker 12.5 18.5 LDA,LDTI,LDT2 Demolition Vendor — 10.2 HHDT,MHDT Demolition Hauling 25.9 20.0 HHDT Demolition Onsite truck — — HHDT Site Preparation — — — Site Preparation Worker 7.50 18.5 LDA,LDTI,LDT2 Site Preparation Vendor — 10.2 HHDT,MHDT Site Preparation Hauling 0.00 20.0 HHDT Site Preparation Onsite truck — — HHDT Grading — — — — Grading Worker 10.0 18.5 LDA,LDTI,LDT2 Grading Vendor — 10.2 HHDT,MHDT Grading Hauling 149 20.0 HHDT Grading Onsite truck — — HHDT Building Construction — — — — Building Construction Worker 27.4 18.5 LDA,LDTI,LDT2 Building Construction Vendor 4.28 10.2 HHDT,MHDT Building Construction Hauling 0.00 20.0 HHDT Building Construction Onsite truck — — HHDT Paving — — — — 28/35 17802 Irvine Blvd Custom Report, 7/22/2022 Paving Worker 15.0 18.5 LDA,LDT1,LDT2 Paving Vendor — 10.2 HHDT,MHDT Paving Hauling 0.00 20.0 HHDT Paving Onsite truck — — HHDT Architectural Coating — — — — Architectural Coating Worker 5.47 18.5 LDA,LDTI,LDT2 Architectural Coating Vendor — 10.2 HHDT,MHDT Architectural Coating Hauling 0.00 20.0 HHDT Architectural Coating Onsite truck — — HHDT 5.4. Vehicles 5.4.1. Construction Vehicle Control Strategies Non-applicable.No control strategies activated by user. 5.5. Architectural Coatings .. .. Coated Coated(sq ft) Coated Architectural Coating 161,561 53,854 159 52.9 212 5.6. Dust Mitigation 5.6.1. Construction Earthmoving Activities Material Imported Exported Square ..ag Demolition 0.00 0.00 0.00 44,948 Site Preparation — — 10.5 0.00 Grading — 16,706 14.0 0.00 — Paving 0.00 0.00 0.00 0.00 0.13 29/35 17802 Irvine Blvd Custom Report, 7/22/2022 5.6.2. Construction Earthmoving Control Strategies Control Strategies Applied Frequency(per.. Reduction Water Exposed Area 3 74% 74 5.7. Construction Paving Area Paved . . . Condo/Townhouse — 0% Single Family Housing 0.04 0% Parking Lot 0.08 100% 5.8. Construction Electricity Consumption and Emissions Factors kWh per Year and Emission Factor(Ib/MWh) 2023 0.00 349 0.03 <0.005 2024 0.00 349 0.03 <0.005 5.9. Operational Mobile Sources 5.9.1. Unmitigated Condo/Townhouse 259 315 258 97,480 2,605 3,170 2,595 979,869 Single Family 37.7 37.9 33.9 13,580 379 381 341 136,507 Housing Parking Lot 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.10. Operational Area Sources 30/35 17802 Irvine Blvd Custom Report, 7/22/2022 5.10.1. Hearths 5.10.1.1.Unmitigated Hearth Type Unmitigated(number) Condo/Townhouse — Wood Fireplaces 0 Gas Fireplaces 36 Propane Fireplaces 0 Electric Fireplaces 0 No Fireplaces 0 Conventional Wood Stoves 0 Catalytic Wood Stoves 0 Non-Catalytic Wood Stoves 0 Pellet Wood Stoves 0 Single Family Housing — Wood Fireplaces 0 Gas Fireplaces 4 Propane Fireplaces 0 Electric Fireplaces 0 No Fireplaces 0 Conventional Wood Stoves 0 Catalytic Wood Stoves 0 Non-Catalytic Wood Stoves 0 Pellet Wood Stoves 0 5.10.2.Architectural Coatings 31/35 17802 Irvine Blvd Custom Report, 7/22/2022 Non-Residential Interior Area Coated Non-Residential Exterior Area Coated Parking Area Coated(scl ft) 161560.57499999998 53,854 159 52.9 212 5.10.3. Landscape Equipment Snow Days day/yr 0.00 Summer Days day/yr 250 5.11. Operational Energy Consumption 5.11.1. Unmitigated Electricity(kWh/yr)and CO2 and CH4 and N20 and Natural Gas(kBTU/yr) Electricity(kWh/yr) • • Natural Gas(kBTU/yr) Condo/Townhouse 165,318 349 0.0330 0.0040 865,093 Single Family Housing 27,581 349 0.0330 0.0040 153,341 Parking Lot 3,091 349 0.0330 0.0040 0.00 5.12. Operational Water and Wastewater Consumption 5.12.1. Unmitigated Indoor Water(gal/year) Outdoor Water(gal/year) Condo/Townhouse 1,350,923 201,184 Single Family Housing 150,103 22,347 Parking Lot 0.00 0.00 5.13. Operational Waste Generation 32/35 17802 Irvine Blvd Custom Report, 7/22/2022 5.13.1. Unmitigated CogenerationWaste(ton/year) Condo/Townhouse 8.93 0.00 Single Family Housing 1.06 0.00 Parking Lot 0.00 0.00 5.14. Operational Refrigeration and Air Conditioning Equipment 5.14.1. Unmitigated Condo/Townhouse Average room A/C& R-41 OA 2,088 <0.005 2.50 2.50 10.0 Other residential A/C and heat pumps Condo/Townhouse Household refrigerators R-134a 1,430 0.12 0.60 0.00 1.00 and/or freezers Single Family Housing Average room A/C& R-41 OA 2,088 <0.005 2.50 2.50 10.0 Other residential A/C and heat pumps Single Family Housing Household refrigerators R-134a 1,430 0.12 0.60 0.00 1.00 and/or freezers 5.15. Operational Off-Road Equipment 5.15.1. Unmitigated 5.16. Stationary Sources 5.16.1. Emergency Generators and Fire Pumps 33/35 17802 Irvine Blvd Custom Report, 7/22/2022 5.16.2. Process Boilers Boiler Rating Daily Heat Input .. 5.17. User Defined Equipment Type 5.18. Vegetation 5.18.1. Land Use Change 5.18.1.1. Unmitigated Vegetation 5.18.1. Biomass Cover Type 5.18.1.1. Unmitigated Biomass Cover Type 5.18.2. Sequestration 5.18.2.1. Unmitigated Electricity Saved(kWh/year) Natural Gas Saved(btu/year) 34/35 17802 Irvine Blvd Custom Report, 7/22/2022 8. User Changes to Default Data M--1- Justification Land Use Used lot acreage and building square footage from project architectural plans Construction:Construction Phases Based on applicant provided information Construction:Off-Road Equipment Assumed 8hr workday for all equipment. Operations:Vehicle Data Used trip rates from project trip generation(EPD Solutions 2022) Operations:Hearths SCAQMD Rule 445:No Wood Stoves allowed,assumed all homes would have gas fireplace 35/35 17802 Existing Site Custom Report, 7/25/2022 17802 Existing Site Custom Report Table of Contents 1. Basic Project Information 1.1. Basic Project Information 1.2. Land Use Types 1.3. User-Selected Emission Reduction Measures by Emissions Sector 2. Emissions Summary 2.4. Operations Emissions Compared Against Thresholds 2.5. Operations Emissions by Sector, Unmitigated 4. Operations Emissions Details 4.1. Mobile Emissions by Land Use 4.1.1. Unmitigated 4.2. Energy 4.2.1. Electricity Emissions By Land Use-Unmitigated 4.2.3. Natural Gas Emissions By Land Use-Unmitigated 4.3.Area Emissions by Source 1/19 17802 Existing Site Custom Report, 7/25/2022 4.3.2. Unmitigated 4.4.Water Emissions by Land Use 4.4.2. Unmitigated 4.5.Waste Emissions by Land Use 4.5.2. Unmitigated 4.6. Refrigerant Emissions by Land Use 4.6.1. Unmitigated 4.7. Off road Emissions By Equipment Type 4.7.1. Unmitigated 4.8. Stationary Emissions By Equipment Type 4.8.1. Unmitigated 4.9. User Defined Emissions By Equipment Type 4.9.1. Unmitigated 4.10. Soil Carbon Accumulation By Vegetation Type 4.10.1. Soil Carbon Accumulation By Vegetation Type-Unmitigated 4.10.2.Above and Belowground Carbon Accumulation by Land Use Type-Unmitigated 4.10.3.Avoided and Sequestered Emissions by Species-Unmitigated 2/19 17802 Existing Site Custom Report, 7/25/2022 5.Activity Data 5.9. Operational Mobile Sources 5.9.1. Unmitigated 5.10. Operational Area Sources 5.10.1. Hearths 5.10.1.1. Unmitigated 5.10.2.Architectural Coatings 5.10.3. Landscape Equipment 5.11. Operational Energy Consumption 5.11.1. Unmitigated 5.12. Operational Water and Wastewater Consumption 5.12.1. Unmitigated 5.13. Operational Waste Generation 5.13.1. Unmitigated 5.14. Operational Refrigeration and Air Conditioning Equipment 5.14.1. Unmitigated 5.15. Operational Off-Road Equipment 3/19 17802 Existing Site Custom Report, 7/25/2022 5.15.1. Unmitigated 5.16. Stationary Sources 5.16.1. Emergency Generators and Fire Pumps 5.16.2. Process Boilers 5.17. User Defined 5.18.Vegetation 5.18.1. Land Use Change 5.18.1.1. Unmitigated 5.18.1. Biomass Cover Type 5.18.1.1. Unmitigated 5.18.2. Sequestration 5.18.2.1. Unmitigated 8. User Changes to Default Data 4/19 17802 Existing Site Custom Report, 7/25/2022 1. Basic Project Information 1.1. Basic Project Information Project Name 17802 Existing Site Lead Agency — Land Use Scale Project/site Analysis Level for Defaults County Wndspeed(m/s) 2.50 Precipitation(days) 18.6 Location 33.74798047516835,-117.82097944241232 County Orange City Tustin Air District South Coast AQMD Air Basin South Coast TAZ 5963 EDFZ 7 Electric Utility Southern California Edison Gas Utility Southern California Gas 1.2. Land Use Types Lot Acreage Landscape Area(sq Special Landscape � . Office Park 44.9 1000sgft 1.03 44,948 0.00 Parking Lot 151 Space 1.04 0.00 0.00 5/19 17802 Existing Site Custom Report, 7/25/2022 1.3. User-Selected Emission Reduction Measures by Emissions Sector No measures selected 2. Emissions Summary 2.4. Operations Emissions Compared Against Thresholds Criteria Pollutants(Ib/day for daily,ton/yr for annual)and GHGs(Ib/day for daily, MT/yr for annual) Daily,Summer(Max) - - - - - - - U n m it. 3.31 1.74 17.9 0.04 1.39 0.29 5,283 Daily,Winter(Max) - - - - - - - U n m it. 2.97 1.84 14.8 0.04 1.38 0.28 5,114 Average Daily(Max) - - - - - - - U n m it. 2.70 1.47 12.7 0.03 1.03 0.22 4,187 Annual(Max) - - - - - - - U n m it. 0.49 0.27 2.31 0.01 0.19 0.04 693 2.5. Operations Emissions by Sector, Unmitigated Criteria Pollutants(Ib/day for daily,ton/yr for annual)and GHGs(Ib/day for daily, MT/yr for annual) Daily,Summer(Max) - - - - - - - Mobile 1.89 1.41 15.6 0.04 1.36 0.26 3,905 Area 1.41 0.02 1.95 <0.005 <0.005 <0.005 8.07 Energy 0.02 0.31 0.26 <0.005 0.02 0.02 1,174 Water - - - - - - 118 Waste - - - - - - 78.8 Refrig. - - - - - - 0.11 6/19 17802 Existing Site Custom Report, 7/25/2022 Total 3.31 1.74 17.9 0.04 1.39 0.29 5,283 Daily,Winter(Max) - - - - - - - Mobile 1.87 1.54 14.6 0.04 1.36 0.26 3,743 Area 1.09 - - - - - - Energy 0.02 0.31 0.26 <0.005 0.02 0.02 1,174 Water - - - - - - 118 Waste - - - - - - 78.8 Refrig. - - - - - - 0.11 Total 2.97 1.84 14.8 0.04 1.38 0.28 5,114 Average Daily - - - - - - - Mobile 1.38 1.15 11.1 0.03 1.01 0.19 2,811 Area 1.31 0.01 1.34 <0.005 <0.005 <0.005 5.53 Energy 0.02 0.31 0.26 <0.005 0.02 0.02 1,174 Water - - - - - - 118 Waste - - - - - - 78.8 Refrig. - - - - - - 0.11 Total 2.70 1.47 12.7 0.03 1.03 0.22 4,187 Annual - - - - - - - Mobile 0.25 0.21 2.02 <0.005 0.18 0.04 465 Area 0.24 <0.005 0.24 <0.005 <0.005 <0.005 0.91 Energy <0.005 0.06 0.05 <0.005 <0.005 <0.005 194 Water - - - - - - 19.5 Waste - - - - - - 13.0 Refrig. - - - - - - 0.02 Total 0.49 0.27 2.31 0.01 0.19 0.04 693 4. Operations Emissions Details 7/19 17802 Existing Site Custom Report, 7/25/2022 4.1. Mobile Emissions by Land Use 4.1.1. Unmitigated Criteria Pollutants(Ib/day for daily,ton/yr for annual)and GHGs(Ib/day for daily, MT/yr for annual) Daily,Summer(Max) - - - - - - - Offce Park 1.89 1.41 15.6 0.04 0.24 0.09 3,905 Parking Lot 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Total 1.89 1.41 15.6 0.04 0.24 0.09 3,905 Daily,Winter(Max) - - - - - - - Office Park 1.87 1.54 14.6 0.04 0.24 0.09 3,743 Parking Lot 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Total 1.87 1.54 14.6 0.04 0.24 0.09 3,743 Annual - - - - - - - Office Park 0.25 0.21 2.02 <0.005 0.03 0.01 465 Parking Lot 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Total 0.25 0.21 2.02 <0.005 0.03 0.01 465 4.2. Energy 4.2.1. Electricity Emissions By Land Use-Unmitigated Criteria Pollutants(Ib/day for daily,ton/yr for annual)and GHGs(Ib/day for daily, MT/yr for annual) Daily,Summer(Max) - - - - - - - Office Park - - - - - - 770 Parking Lot - - - - - - 38.1 Total - - - - - - 808 8/19 17802 Existing Site Custom Report, 7/25/2022 Daily,Winter(Max) - - - - - - - Office Park - - - - - - 770 Parking Lot - - - - - - 38.1 Total - - - - - - 808 Annual - - - - - - - Office Park - - - - - - 127 Parking Lot - - - - - - 6.31 Total - - - - - - 134 4.2.3. Natural Gas Emissions By Land Use-Unmitigated Criteria Pollutants(Ib/day for daily,ton/yr for annual)and GHGs(Ib/day for daily, MT/yr for annual) Daily,Summer(Max) - - - - - - - Office Park 0.02 0.31 0.26 <0.005 0.02 0.02 366 Parking Lot 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Total 0.02 0.31 0.26 <0.005 0.02 0.02 366 Daily,Winter(Max) - - - - - - - Office Park 0.02 0.31 0.26 <0.005 0.02 0.02 366 Parking Lot 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Total 0.02 0.31 0.26 <0.005 0.02 0.02 366 Annual - - - - - - - Office Park <0.005 0.06 0.05 <0.005 <0.005 <0.005 60.6 Parking Lot 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Total <0.005 0.06 0.05 <0.005 <0.005 <0.005 60.6 4.3. Area Emissions by Source 9/19 17802 Existing Site Custom Report, 7/25/2022 4.3.2. Unmitigated Criteria Pollutants(Ib/day for daily,ton/yr for annual)and GHGs(Ib/day for daily, MT/yr for annual) Daily,Summer(Max) — — — — — — — Consumer Products 0.97 — — — — — — Architectural Coatings 0.12 — — — — — — Landscape Equipment 0.32 0.02 1.95 <0.005 <0.005 <0.005 8.07 Total 1.41 0.02 1.95 <0.005 <0.005 <0.005 8.07 Daily,Winter(Max) — — — — — — — Consumer Products 0.97 — — — — — — Architectural Coatings 0.12 — — — — — — Total 1.09 — — — — — — Annual — — — — — — — Consumer Products 0.18 — — — — — — Architectural Coatings 0.02 — — — — — — Landscape Equipment 0.04 <0.005 0.24 <0.005 <0.005 <0.005 0.91 Total 0.24 <0.005 0.24 <0.005 <0.005 <0.005 0.91 4.4. Water Emissions by Land Use 4.4.2. Unmitigated Criteria Pollutants(Ib/day for daily,ton/yr for annual)and GHGs(Ib/day for daily, MT/yr for annual) Daily,Summer(Max) — — — — — — — Office Park — — — — — — 118 Parking Lot — — — — — — 0.00 Total — — — — — — 118 10/19 17802 Existing Site Custom Report, 7/25/2022 Daily,Winter(Max) — — — — — — — Office Park — — — — — — 118 Parking Lot — — — — — — 0.00 Total — — — — — — 118 Annual — — — — — — — Office Park — — — — — — 19.5 Parking Lot — — — — — — 0.00 Total — — — — — — 19.5 4.5. Waste Emissions by Land Use 4.5.2. Unmitigated Criteria Pollutants(Ib/day for daily,ton/yr for annual)and GHGs(Ib/day for daily, MT/yr for annual) Daily,Summer(Max) — — — — — — — Office Park — — — — — — 78.8 Parking Lot — — — — — — 0.00 Total — — — — — — 78.8 Daily,Winter(Max) — — — — — — — Office Park — — — — — — 78.8 Parking Lot — — — — — — 0.00 Total — — — — — — 78.8 Annual — — — — — — — Office Park — — — — — — 13.0 Parking Lot — — — — — — 0.00 Total — — — — — — 13.0 11/19 17802 Existing Site Custom Report, 7/25/2022 4.6. Refrigerant Emissions by Land Use 4.6.1. Unmitigated Criteria Pollutants(Ib/day for daily,ton/yr for annual)and GHGs(Ib/day for daily, MT/yr for annual) Daily,Summer(Max) — — — — — — — Office Park — — — — — — 0.11 Total — — — — — — 0.11 Daily,Winter(Max) — — — — — — — Office Park — — — — — — 0.11 Total — — — — — — 0.11 Annual — — — — — — — Office Park — — — — — — 0.02 Total — — — — — — 0.02 4.7. Offroad Emissions By Equipment Type 4.7.1. Unmitigated Criteria Pollutants(Ib/day for daily,ton/yr for annual)and GHGs(Ib/day for daily, MT/yr for annual) Daily,Summer(Max) — — — — — — — Total — — — — — — — Daily,Winter(Max) — — — — — — — Total — — — — — — — Annual — — — — — — — Total — — — — — — — 12/19 17802 Existing Site Custom Report, 7/25/2022 4.8. Stationary Emissions By Equipment Type 4.8.1. Unmitigated Criteria Pollutants(Ib/day for daily,ton/yr for annual)and GHGs(Ib/day for daily, MT/yr for annual) Daily,Summer(Max) — — — — — — — Total — — — — — — — Daily,Winter(Max) — — — — — — — Total — — — — — — — Annual — — — — — — — Total — — — — — — — 4.9. User Defined Emissions By Equipment Type 4.9.1. Unmitigated Criteria Pollutants(Ib/day for daily,ton/yr for annual)and GHGs(Ib/day for daily, MT/yr for annual) Daily,Summer(Max) — — — — — — — Total — — — — — — — Daily,Winter(Max) — — — — — — — Total — — — — — — — Annual — — — — — — — Total — — — — — — — 4.10. Soil Carbon Accumulation By Vegetation Type 4.10.1. Soil Carbon Accumulation By Vegetation Type-Unmitigated 13/19 17802 Existing Site Custom Report, 7/25/2022 Criteria Pollutants(Ib/day for daily,ton/yr for annual)and GHGs(Ib/day for daily, MT/yr for annual) Daily,Summer(Max) — — — — — — — Total — — — — — — — Daily,Winter(Max) — — — — — — — Total — — — — — — — Annual — — — — — — — Total — — — — — — — 4.10.2.Above and Belowground Carbon Accumulation by Land Use Type-Unmitigated Criteria Pollutants(Ib/day for daily,ton/yr for annual)and GHGs(Ib/day for daily, MT/yr for annual) Daily,Summer(Max) — — — — — — — Total — — — — — — — Daily,Winter(Max) — — — — — — — Total — — — — — — — Annual — — — — — — — Total — — — — — — — 4.10.3.Avoided and Sequestered Emissions by Species-Unmitigated Criteria Pollutants(Ib/day for daily,ton/yr for annual)and GHGs(Ib/day for daily, MT/yr for annual) Daily,Summer(Max) — — — — — — — Avoided — — — — — — — Subtotal — — — — — — — Sequestered — — — — — — — Subtotal — — — — — — — 14/19 17802 Existing Site Custom Report, 7/25/2022 Removed — — — — — — — Subtotal — — — — — — — Daily,Winter(Max) — — — — — — — Avoided — — — — — — — Subtotal — — — — — — — Sequestered — — — — — — — Subtotal — — — — — — — Removed — — — — — — — Subtotal — — — — — — — Annual — — — — — — — Avoided — — — — — — — Subtotal — — — — — — — Sequestered — — — — — — — Subtotal — — — — — — — Removed — — — — — — — Subtotal — — — — — — — 5. Activity Data 5.9. Operational Mobile Sources 5.9.1. Unmitigated Office Park 559 73.7 34.2 151,404 4,827 636 295 1,306,920 15/19 17802 Existing Site Custom Report, 7/25/2022 Parking Lot 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.10. Operational Area Sources 5.10.1. Hearths 5.10.1.1. Unmitigated 5.10.2.Architectural Coatings .. .. Coated 0 0.00 69,459 23,153 2,716 5.10.3. Landscape Equipment Snow Days day/yr 0.00 Summer Days day/yr 250 5.11. Operational Energy Consumption 5.11.1. Unmitigated Electricity (kWh/yr)and CO2 and CH4 and N20 and Natural Gas (kBTU/yr) Office Park 800,986 349 0.0330 0.0040 1,139,273 Parking Lot 39,647 349 0.0330 0.0040 0.00 5.12. Operational Water and Wastewater Consumption 16/19 17802 Existing Site Custom Report, 7/25/2022 5.12.1. Unmitigated Indoor Water(gal/year) Outdoor Water(gal/year) Office Park 7,988,777 0.00 Parking Lot 0.00 0.00 5.13. Operational Waste Generation 5.13.1. Unmitigated CogenerationWaste(ton/year) Office Park 41.8 0.00 Parking Lot 0.00 0.00 5.14. Operational Refrigeration and Air Conditioning Equipment 5.14.1. Unmitigated Office Park Household refrigerators R-134a 1,430 0.02 0.60 0.00 1.00 and/or freezers Office Park Other commercial A/C R-41 OA 2,088 <0.005 4.00 4.00 18.0 and heat pumps 5.15. Operational Off-Road Equipment 5.15.1. Unmitigated 5.16. Stationary Sources 17/19 17802 Existing Site Custom Report, 7/25/2022 5.16.1. Emergency Generators and Fire Pumps 5.16.2. Process Boilers 5.17. User Defined Equipment Type 5.18. Vegetation 5.18.1. Land Use Change 5.18.1.1. Unmitigated Vegetation 5.18.1. Biomass Cover Type 5.18.1.1. Unmitigated Biomass Cover Type 5.18.2. Sequestration 5.18.2.1. Unmitigated Electricity Saved(kWh/year) Natural Gas Saved(btu/year) 18/19 17802 Existing Site Custom Report, 7/25/2022 8. User Changes to Default Data Justification Land Use Used Lot Acreage from project site plan. Operations:Vehicle Data Used trip rate from ITE 11th Ed(Land Use Code 750:Office Park) 19/19 17802 Irvine Boulevard Residential Development E I P I D SOLUTIONS, iNC. Air QualitylEnergylGHG Summary Fuel Calculations 12 Model Output:OFFROAD2021(v1.0.2)Emissions Inventory Region Type:Sub-Area Region:Orange(SC) Ca lenda r Yea r:2023 Scenario:All Adopted Rules-Exhaust Vehicle Classification:OFFROAD2021 Equipment Types Units:tons/day for Emissions,gallons/yearfor Fuel,hours/year for Activity,Horsepower-hours/year for Horsepower-hours Region CalendarYear VehClass MdlYr HP-Bin Fuel Fuel Consumption Horsepower Hours Fuel Rate Orange(SC) 2023 Construction and Mining-Misc-Concrete/Industrial Saws Aggregate Aggregate Diesel 4650.1 111175.35 0.041527 Orange(SC) 2023 Construction and Mining-Rubber Tired Dozers Aggregate Aggregate Diesel 206035.0503 9994494.346 0.020615 Orange(SC) 2023 Construction and Mining-Tractors/Loaders/Backhoes Aggregate Aggregate Diesel 2555099.359 134950222.2 0.019156 Orange(SC) 2023 Construction and Mining-Graders Aggregate Aggregate Diesel 697357.6055 32944165.05 0.021165 Orange(SC) 2023 Construction and Mining-Scrapers Aggregate Aggregate Diesel 1546404.264 73833782.51 0.025005 Orange(SC) 2023 Construction and Mining-Cranes Aggregate Aggregate Diesel 417614.5149 28033611.55 0.014897 Orange(SC) 2023 Industrial-Forklifts Aggregate Aggregate Diesel 1429684.865 136890043.2 0.010444 Orange(SC) 2023 Light Commercial-Misc-Generator Sets Aggregate Aggregate Diesel 250955.75 5927344.5 0.042339 Orange(SC) 2023 Light Commercial-Misc-Welders Aggregate Aggregate Diesel 418133.05 16184888.4 0.025835 Orange(SC) 2023 Construction and Mining-Pavers Aggregate Aggregate Diesel 123844.7199 5750350.166 0.021537 Orange(SC) 2023 Construction and Mining-Paving Equipment Aggregate Aggregate Diesel 72056.38572 3902235.876 0.018465 Orange(SC) 2023 Construction and Mining-Rollers Aggregate Aggregate Diesel 321207.3088 16191963.17 0.019837 Orange(SC) 2023 Light Commercial-Misc-Air Compressors Aggregate Aggregate Diesel 91104 3301702.4 0.027593 Orange(SC) 2023 Construction and Mining-Off-Highway Trucks Aggregate Aggregate Diesel 2360134.893 119394273.5 0.019768 Source:EMFAC2021(v1.0.2)Emissions Inventory Region Type:Sub-Area Region:Orange(SC) Ca lenda r Yea r:2023 Season:Annual Vehicle Classification:EMFAC2007 Categories Units: miles/year for CVMT and EVMT,trips/yea r for Trips,kWh/yearfor Energy Consumption,tons/year for Emissions,1000 gallons/year for Fuel Consumption Region CalendarYear Vehicle Category Model Year Speed Fuel VMT Fuel Consumption Fuel Rate Orange(SC) 2023 MHDT Aggregate Aggregate Diesel 358036107.6 40084.9234 8.93 Orange(SC) 2023 HHDT Aggregate Aggregate Diesel 389308930.2 65686.82757 5.93 Source:EMFAC2021(v1.0.2)Emissions Inventory Region Type:Sub-Area Region:Orange(SC) Ca lenda r Yea r:2023 Season:Annual Vehicle Classification:EMFAC2007 Categories Units: miles/year for CVMT and EVMT,trips/yea r for Trips,kWh/yearfor Energy Consumption,tons/year for Emissions,1000 gallons/year for Fuel Consumption Region CalendarYear Vehicle Category Model Year Speed Fuel VMT Fuel Consumption Orange(SC) 2023 LDA Aggregate Aggregate Gasoline 14757291191 501679.2491 29.42 Orange(SC) 2023 LDT1 Aggregate Aggregate Gasoline 1226048508 49604.24817 24.72 Orange(SC) 2023 LDT2 Aggregate Aggregate Gasoline 7276194451 305265.2307 23.84 50/25/25 Split 26.85 CULTURAL RESOURCES STUDY FOR THE 17802 IRVINE BOULEVARD PROJECT CITY OF TUSTIN, ORANGE COUNTY, CALIFORNIA APNs 401-141-13 and -57 Lead Agency: City of Tustin 300 Centennial Way Tustin, California 92780 Preparer: Brian F. Smith and Associates, Inc. 14010 Poway Road, Suite A Poway, California 92064 Signature Proiect Proponent: EPD Solutions 2355 Main Street, Suite 100 Irvine, California 92614 fi�. err Z / r. August 1, 2022 Cultural Resources Study for the 17802 Irvine Boulevard Project Archaeological Database Information Authors: Jillian L.H. Conroy, B.A. and Brian F. Smith, M.A., RPA Consulting Firm: Brian F. Smith and Associates, Inc. 14010 Poway Road, Suite A Poway, California 92064 (858) 679-8218 Clientf Mject Proponent: EPD Solutions 2355 Main Street, Suite 100 Irvine, California 92614 Report Date: August 1, 2022 Report Title: Cultural Resources Study for the 17802 Irvine Boulevard Project, City of Tustin, Orange County, California (APNs 401-141-13 and -57) Type of Study: Phase I Cultural Resources Survey USGS Quadrangle: Tustin, California(7.5 minute) Acreage: Approximately two acres Key Words: Survey; office buildings at 17802 and 17842 Irvine Boulevard over 50 years old; evaluation for eligibility for inclusion in the CRHR recommended; notification of a qualified archaeologist in the event of a discovery recommended. i Cultural Resources Study for the 17802 Irvine Boulevard Project Table of Contents Section Description Page MANAGEMENT SUMMARY/ABSTRACT........................................................................iv 1.0 INTRODUCTION.................................................................................................. 1.0-1 1.1 Project Description........................................................................................... 1.0-1 1.2 Environmental Setting ..................................................................................... 1.0-1 1.3 Cultural Setting................................................................................................ 1.0-5 1.3.1 Prehistoric Period................................................................................... 1.0-5 1.3.2 Historic Period........................................................................................ 1.0-8 1.4 Results of the Archaeological Records Search................................................ 1.0-10 1.5 Applicable Regulations.................................................................................... 1.0-11 1.5.1 California Environmental Quality Act.................................................... 1.0-11 2.0 RESEARCH DESIGN............................................................................................ 2.0-1 3.0 ANALYSIS OF PROJECT EFFECTS................................................................... 3.0-1 3.1 Survey Methods............................................................................................... 3.0-1 3.2 Results of the Field Survey.............................................................................. 3.0-1 3.3 Summary of Field Investigations..................................................................... 3.0-7 4.0 RECOMMENDATIONS........................................................................................ 4.0-1 5.0 LIST OF PREPARERS AND ORGANIZATIONS CONTACTED...................... 5.0-1 6.0 REFERENCES CITED........................................................................................... 6.0-1 List of Appendices Appendix A-Resumes of Key Personnel Appendix B -Archaeological Records Search Results* Appendix C -NAHC Sacred Lands File Search* *Deleted for public review and bound separately in the Confidential Appendix ii Cultural Resources Study for the 17802 Irvine Boulevard Project List of Figures Fi ure Description Page Figure 1.1-1 General Location Map.................................................................................. 1.0-2 Figure 1.1-2 Project Location Map ................................................................................... 1.0-3 Figure1.1-3 Site Plan........................................................................................................ 1.0-4 Figure 3.2-1 Historic Structure Location Map.................................................................. 3.0-3 List of Plates Plate Description Page Plate 3.2-1 Overview of the project from the southeast corner, facing west.................... 3.0-2 Plate 3.2-2 Overview of the project from the east boundary, facing west........................ 3.0-2 iii Cultural Resources Study for the 17802 Irvine Boulevard MANAGEMENT SUMMARY/ABSTRACT In response to a request from EPD Solutions, Brian F. Smith and Associates, Inc. (BFSA) conducted a cultural resources study for the proposed 17802 Irvine Boulevard Project(Assessor's Parcel Numbers [APNs] 401-141-13, and -57). The approximately two acre project is located at 17802 Irvine Boulevard, southeast of the intersection of Irvine Boulevard and Prospect Avenue in the city of Tustin, Orange County, California. The project is situated within the unsectioned Santiago de Santa Ana Land Grant (Township 5 South, Range 9 West [projected]), as shown on the USGS Tustin, California Quadrangle. The project consists of a proposal to demolish existing structures and construct a residential development. The purpose of this investigation was to locate and record any cultural resources present within the project and subsequently evaluate any resources as part of the City of Tustin's environmental review process conducted in compliance with the California Environmental Quality Act (CEQA). The archaeological investigation of the project also included a review of an archaeological records search performed at the South Central Coastal Information Center(SCCIC) at California State University,Fullerton(CSU Fullerton)in order to assess previous archaeological studies and identify any previously recorded archaeological sites within the project or in the immediate vicinity. A Sacred Lands File (SLF) search was also requested from the Native American Heritage Commission (NAHC). Survey conditions were generally good; however, the ground surface was not visible throughout the survey area due to buildings and hardscape, which comprise the entirety of the property. Due to the built environment, no exposed soil or undisturbed areas are present on the property. Aerial photographs and USGS topographic maps indicate that the property was used as an orchard as early as 1931 and that the surrounding area was developed with residences as early as 1896. In 1971, the 17802 and 17842 Irvine Boulevard structures were constructed on the property with their current hardscape and landscaping. As a result,the Phase I survey of the proj ect identified two buildings(17802 and 17842 Irvine Boulevard)that meet the minimum age threshold to be considered historic under CEQA (50 years). The records search review also indicated that while the subject property does not contain any previously recorded cultural resources,it is located within one mile of a recorded historic district. As a consequence of the field study and archival records review, the planned development of the property will impact two historic-age structures. In order to determine if the development will represent a source of adverse impacts to cultural resources, a formal historic structure review for the historic-age structures is recommended. The results of this review will determine if site- specific mitigation measures will be recommended. However, because the property has been in use since the 1930s, the surrounding area has been developed since at least the 1890s, and the project is located within one-mile of a historic district, it is recommended that a condition be included in the development permit that requires the applicant to contact a qualified archaeologist in the event that any historic or prehistoric artifacts or features are encountered during grading. iv Cultural Resources Study for the 17802 Irvine Boulevard Project 1.0 INTRODUCTION 1.1 Project Description The archaeological survey program for the 17802 Irvine Boulevard Project was conducted in order to comply with CEQA and City of Tustin environmental guidelines. The approximately two-acre project (APNs 401-141-13 and -57) is located at 17802 and 17842 Irvine Boulevard, southeast of the intersection of Irvine Boulevard and Prospect Avenue in the city of Tustin,Orange County,California(Figure 1.1-1). The project is situated within the unsectioned Santiago de Santa Ana Land Grant (Township 5 South, Range 9 West [projected]), as shown on the USGS (7.5 minute) Tustin, California Quadrangle (Figure 1.1-2). The project proposes the demolition of the existing structures on the property and their replacement with market-rate and affordable three- story homes (both detached and paired) with associated community gathering and BBQ areas, parking,landscaping,and infrastructure (Figure 1.1-3). The decision to request this investigation was based upon cultural resource sensitivity of the locality as suggested by known site density and predictive modeling. Sensitivity for cultural resources in a given area is usually indicated by known settlement patterns, which in Orange County were focused around freshwater resources and a food supply. 1.2 Environmental Setting The 17802 Irvine Boulevard Project is generally situated in the Peninsular Ranges Geologic Province of southern California. The range,which lies in a northwest to southeast trend through the county, extends some 1,000 miles from the Raymond-Malibu Fault Zone in western Los Angeles County to the southern tip of Baja California. The project is situated approximately four miles east of the Santa Ana River,two miles south of Santiago Creek,and four miles west of the Santa Ana Mountains. Geologically, the surficial sediments across the project are mapped as Holocene and late Pleistocene young alluvial fan deposits that mostly consist of unconsolidated, alluvial silty sands (Morton and Miller 2006). Holocene deposits are estimated to be approximately 10 feet thick in the area of the project(Sprotte et al. 1980). During the Holocene,activity of the Santa Ana River points to widespread sheet flooding and wandering, as indicated by extensive and continuous "younger" sand and silt deposits (Greenwood and Pridmore 1997). Elevations within the project range from approximately 137 to 139 feet above mean sea levels. Soils within the property consist of Mocho loam,zero to two percent slope, which can be described as well-drained alluvium that form on alluvial fans (NRCS 2019). The vegetation during prehistoric times most likely consisted of a river valley riparian environment within the Santa Ana River watershed with native oak trees, and coastal/inland sage/scrub and chaparral in the nearby foothills. 1.0-1 to FSprings La Habra La Mirada Brea lk '' .r r Yorba Linda I ,. rBuena Park-. JU11ertOn erntv5 Placentia r ,_ La Palma ., aidan 4iardens wr �' " • �� t t •a yp � Villa Park r-- Y Alamitos Stanton �Anaheirn � Dlessant Peer: ,Garden G PIDjCCt r ' " YYesiminster '- SH. � !ur bY City Santa Ana 1 n ) d� -- 4 _ LL , e � . row T 17 set Beach I Fountain Valley A S" 11111110 YM J 73 � rEast Iiia Huntington ach BeC 1 Irvine­,,' Tr T Carryon" Santa Edna Heights i •Costa Mesa Ilewport Beach 5 t Sl�lnal Lake Forest Peal. • Laguna t1loods Corona del Mar �Prlission Viejo p *Laguna Hills t wCrystal Cave Aliso Viejo J Laguna Beach r— g� La unaNiguel rl � Irul�� q San Juan Capistrano q,,, Figure 1.1-1 %h A4 V ~ General Location Map WL The 178012 Irvine Boulevard Project DeLorme(1:250,000) 1.0-2 4 -86 AVE z LJ Y h 7Z a)C.ELC,W PARK C 7� CL . ........ r t Eam 400 V I �Cct r1r ff-' 911 IF r 7 8LJ .1N r 10A W: Sir "?e- TIN 402 9 ✓ U I :z 00 Ar V• V_ s Brow 4 ULt Selo id WON- W k u rA Zh zi All a IWeb Bill Scher 7 A i.� 0 i0o III BM • %�Za.'t°' 71 Z 7, 0 1000 2000 ft4* Figure 1.1-2 AN Project Location Map The 1780-1 Irvine Boulevard Pro.lect USGS hislin and Orange Quadrangles(7.5-t-fifflute series) 1.0-3 - -- -- --" IRVINE BOULEVARD Jb IL CCJJ J ° • n' u se m o. e Legend ?[] 40 UO ft Q Project Boundary 0 m Figure 1.1-3 s Site Plan ��''` The 17802 Irvine Boulevard Project Cultural Resources Study for the 17802 Irvine Boulevard Project 1.3 Cultural Setting 1.3.1 Prehistoric Period Archaeological investigations in southern California have documented a diverse and rich record of human occupation spanning the past 10,000 years. In northern San Diego,Orange, and Riverside counties,most researchers organize prehistory into the Paleo Indian,Archaic, and Late Prehistoric Periods and history into the Mission,Rancho,and American Settlement periods. The San Dieguito Complex,Milling Stone Horizon,La Jolla Complex,Pauma Complex,and San Luis Rey Complex are the archaeological manifestations that have been used to describe the Archaic and Late Prehistoric periods in the region. Paleo Indian Period(Late Pleistocene: 11.500 to circa 9.000 YBP) The San Dieguito Complex/Paleo Indian Period is associated with the terminus of the late Pleistocene (11,500 to 9,000 years before the present [YBP]). The term"San Dieguito Complex" is a cultural distinction used to describe a group of people that occupied sites in the region between 11,500 and 7,000 YBP. Initially believed to have been big game hunters, the San Dieguito are better typified as wide-ranging hunter/gatherers. The earliest evidence of San Dieguito Complex sites is known from San Diego County,the Colorado Desert,and further north along the California coast. These people abandoned the drying inland lakes of the present California desert and arrived in San Diego County circa 9,000 YBP, as documented at the Harris (SDI-149; Warren 1966), Rancho Park North(SDI-4392;Kaldenberg 1982),and Agua Hedionda(SDI-210/UCLJ-M-15 and SDI-10,965/SDM-W-131 [Moriarty 1967; Gallegos and Carrico 1984; Gallegos 1991]) sites. A San Dieguito component appears to have been present in the lower strata,"Malaga Cove I," at the Malaga Cove Site (LAN-138) in the city of Palos Verdes Estates in Los Angeles County (Walker 1951). Other Paleo Indian Period sites containing San Dieguito components in the coastal region of southern California have been identified at the Irvine (ORA-64 [Drover et al. 1983; Macko 1998]),Ballona Creek,Angeles Mesa,and Rancho La Brea(Wallace 1955: 215-218) sites. Diagnostic San Dieguito artifacts include finely crafted scraper planes,choppers,scrapers, crescentics, elongated bifacial knives, and intricate leaf-shaped points (Rogers 1939; Warren 1967). This tool assemblage resembles those of the Western Lithic Co-Tradition (Davis et al. 1969) and the Western Pluvial Lakes Tradition (Bedwell 1970; Moratto 1984). Typical San Dieguito sites lack ground stone tools. The San Dieguito Complex is the least understood of the cultures that occupied the southern California region and debate continues as to whether the San Dieguito sites are actually different activity areas of the early Encinitas Tradition peoples (Bull 1987; Gallegos 1987), or whether the San Dieguito Complex peoples had a separate origin and culture from the Encinitas Tradition (Hayden 1987; Moriarty 1987; Smith 1987). According to this second scenario, the San Dieguito Complex peoples may have been assimilated into the dominant Encinitas Tradition culture(Kaldenberg 1982;Moriarty 1967). A third possibility is that the San Dieguito Complex gave rise to the Encinitas Tradition (Koerper et al. 1991). 1.0-5 Cultural Resources Study for the 17802 Irvine Boulevard Project Archaic Period(Early and Middle Holocene: circa 9.000 to 1.300 YBP) The Archaic Period begins with the onset of the Holocene around 9,000 YBP. The transition from the Pleistocene to the Holocene was a period of major environmental change throughout North America (Antevs 1953; Van Devender and Spaulding 1979). In southern California,the general climate at the beginning of the early Holocene was marked by cool/moist periods and an increase in warm/dry periods and rising sea levels. The warming trend and rising sea levels generally continued until the late Holocene. Archaeological research indicates that southern California was occupied between 9,000 and 1,300 YBP by a population(s) that utilized a wide range of both marine and terrestrial resources. A number of different archaeological manifestations based upon geographical setting,tool kit,and/or chronology are recognized during the Archaic Period, including the Milling Stone Horizon and San Dieguito, La Jolla, Encinitas, and Pauma complexes. Archaic sites generally contain milling tools, especially manos and metates, cobble and flake tools, dart projectile points and the concomitant use of the atlatl, crescents, shell, fish bone, and animal bone representing large and small game. Additionally, Archaic groups buried their dead as flex inhumations, a religious and cultural practice that is distinct from the succeeding Late Prehistoric groups. The La Jolla Complex is regionally associated with the Encinitas Tradition(Warren 1968) and shared cultural components with the widespread Milling Stone Horizon(Wallace 1955). The coastal expression of this complex, which focused upon coastal resources and development of deeply stratified shell middens located primarily around bays and lagoons, appeared in the southern California coastal areas. Some of the older sites associated with this expression are located at Topanga Canyon, Newport Bay, Agua Hedionda Lagoon, and some of the Channel Islands. Radiocarbon dates from sites attributed to this complex span a period of more than 7,000 years in this region,beginning more than 9,000 YBP. The Encinitas Tradition is best recognized for its pattern of large coastal sites characterized by shell middens,grinding tools closely associated with the marine resources of the area,cobble- based tools, and flexed human burials (Shumway et al. 1961; Smith and Moriarty 1985). While ground stone tools and scrapers are the most recognized tool types, coastal Encinitas Tradition sites also contain numerous utilized flakes, which may have been used to pry open shellfish. Artifact assemblages at coastal sites indicate a subsistence pattern focused upon shellfish collection and nearshore fishing, which suggests an incipient maritime adaptation with regional similarities to more northern sites of the same period (Koerper et al. 1986). Other artifacts associated with Encinitas Tradition sites include stone bowls, doughnut stones, discoidals, stone balls,and stone,bone,and shell beads. By 5,000 YBP, an inland expression of the La Jolla Complex, which exhibits influences from the Campbell Tradition from the north,is evident in the archaeological record. These inland Milling Stone Horizon sites have been termed"Pauma Complex" (True 1958; Warren et al. 1961; Meighan 1954). By definition, Pauma Complex sites share a predominance of grinding implements (manos and metates), lack mollusk remains, have a greater tool variety (including 1.0-6 Cultural Resources Study for the 17802 Irvine Boulevard Project atlatl dart points, quarry-based tools, and crescentics), and seem to express a more sedentary lifestyle with a subsistence economy based upon the use of a broad variety of terrestrial resources. Although originally viewed as a separate culture from the coastal La Jolla Complex (True 1980), it appears that these inland sites may be part of a subsistence and settlement system utilized by the coastal peoples. Late Prehistoric Period(Late Holocene: 1.300 YBP to 1790) The Late Prehistoric Period, sometimes referred to as San Luis Rey I and II, began approximately 1,300 YBP. Cremation,ceramics, the bow and arrow, small triangular points,the use of Obsidian Butte obsidian, and the reliance upon the acorn as a main food staple are the defining characteristics of the Late Prehistoric Period (Chartkoff and Chartkoff 1984; Gallegos 2002; Moratto 1984). These characteristics are thought to represent the movement of Shoshonean- speaking groups into northern San Diego,Orange,Riverside,and Los Angeles counties. Economic systems diversified and intensified during this period with the continued elaboration of trade networks,cremation of the dead,the use of shell-bead currency,and the appearance of more labor- intensive, yet effective, milling technologies such as the bedrock mortar for use in acorn processing. Protohistoric Period(Late Holocene: 1790 to Present) This period begins with the Hispanic intrusion into southern California and the founding of the Mission San Juan Capistrano near what is currently the Lake Forest area in 1776. Ethnohistorical and ethnographic evidence indicates that three Shoshonean-speaking groups that occupied the southern and eastern portions of Orange County were the Luiseno, Gabrielino, and Acjachemen (Juaneno), each of which is culturally similar but that possess slight dialectic differences. Along the coast, the groups made use of the available marine resources by fishing and collecting mollusks for food. Seasonally available terrestrial resources,including acorns and game,were also sources of nourishment for these groups. The elaborate kinship and clan systems between these groups facilitated a wide-reaching trade network that included trade of Obsidian Butte obsidian,resources from the eastern deserts,and steatite from the Channel Islands. All three groups also shared a distinct world view that stemmed from use of the hallucinogen datura and an elaborate religion that included ritualized sand paintings of the sacred being Chingichngish(Bean and Shipek 1978; Kroeber 1976). Some notable differences,however,can be seen in the material culture between the three groups. For example,the Gabrielino used containers made from steatite, which is a soapstone material from the Santa Catalina Islands, instead of pottery, which was the preferred material for the Juaneno and the Luiseno (Kroeber 1976). The Luiseno, Gabrielino, and Juaneno occupied sedentary villages most often located in sheltered areas in valley bottoms, along streams, or along coastal strands near mountain ranges. Villages were located near water sources to facilitate acorn leaching and in areas that offered thermal and defensive protection. Villages were composed of areas that were both publicly and 1.0-7 Cultural Resources Study for the 17802 Irvine Boulevard Project privately, or family, owned. Publicly owned areas included trails, temporary campsites,hunting areas, and quarry sites. Inland groups had fishing and gathering sites along the coast that were utilized, particularly from January to March, when inland food resources were scarce. During October and November, most of the village would relocate to mountain oak groves to harvest acorns. For the remainder of the year,most would remain at the village sites,where food resources were within a day's travel (Bean and Shipek 1978; Kroeber 1976). The Aliso Creek watershed has been reported to be the ethnohistoric boundary between the Luiseno, Gabrielino, and Juaneno. The Gabrielino occupied territory northwest of Aliso Creek, the Juaneno occupied territory to the south,and the Luiseno occupied territory to the southeast and east. However, there is evidence indicating that the Juaneno territory actually extended farther north, possibly past the Santa Ana River into modern-day Huntington Beach (Boscana 1978 [1933]). 1.3.2 Historic Period The historic period began on July 16, 1769, when the first Spanish exploring party commanded by Gaspar de Portola(with Father Junfpero Serra in charge of religious conversion of the native populations) arrived in San Diego to secure California for the Spanish (Palou 1926). The natural attraction of the harbor at San Diego and the establishment of a military presence in the area solidified the importance of San Diego to the Spanish colonization of the region and the growth of the civilian population. Missions were constructed from San Diego to as far north as San Francisco. The mission locations were based upon a number of important territorial,military, and religious considerations. Grants of land were made to those who applied, but many tracts reverted back to the government due to lack of use. As an extension of territorial control by the Spanish, each mission was placed so as to command as much territory and as large a population as possible. Mission San Juan Capistrano, located near the present Lake Forest area, exerted much influence over the Acjachemen (Juaneno), who either adapted to mission life, rebelled and ran away, or died from European diseases. While primary access to California during the Spanish Period was by sea, the route of El Camino Real served as the land route for transportation, commercial,and military activities. This route was considered to be the most direct path between the missions (Rolle 1969). As increasing numbers of Spanish and Mexican people, and the later Americans during the Gold Rush, settled in the area, the Native populations diminished as they were displaced or decimated by disease (Carrico and Taylor 1983). By 1821, Mexico had gained independence from Spain and the northern territories were subject to political repercussions. By 1834, all of the mission lands had been removed from the control of the Franciscan Order under the Acts of Secularization. Without proper maintenance, the missions quickly began to disintegrate, and after 1836, missionaries ceased to make regular visits inland to minister the needs of the native peoples (Engelhardt 1921). Large tracts of land continued to be granted to those who applied or had gained favor with the Mexican government. 1.0-8 Cultural Resources Study for the 17802 Irvine Boulevard Project Grants of land were also made to settle government debts. The Rancho Period represents the time between 1821 and 1848. By 1821, Mexico had gained independence from Spain and the northern territories were subject to political repercussions. By 1834, all of the mission lands had been removed from the control of the Franciscan Order under the Acts of Secularization (Engelhardt 1921). Numerous Mexican land tracts,or rancheros,were established throughout coastal and interior California. California was invaded by United States troops during the Mexican-American War of 1846 to 1848. The acquisition of strategic Pacific ports and California land was one of the principal objectives of the war (Price 1967). At the time, the inhabitants of California were practically defenseless,and they quickly surrendered to the United States Navy in July 1847 (Bancroft 1886). In 1848,the Treaty of Guadalupe Hidalgo granted sovereignty over Alta California,New Mexico,and Arizona to the United States,which began the American Settlement Period. The new colonial order soon seized power in California with disastrous results for the native people (Castillo 1978). European control over Alta California had been concentrated along the coast,but with the great influx of American colonists seeking land and mineral resources,the inland became more populated and native populations were displaced from more of their lands. Conflicts between the Native Americans and the intruding white colonists led to the establishment of reservations for some villages by executive order. The cattle ranchers of the "counties" of southern California prospered during the cattle boom of the early 1850s. Raising cattle soon declined,however,contributing to the expansion of agriculture. The completion of the transcontinental railroad in 1869 encouraged developers,land speculators, and colonists to invest and live in southern California. Orange County's economy changed from stock raising to farming, and growing grain or citrus crops replaced the raising of cattle in many of the county's inland valleys (Blick 1976; Elliott 1965). General History of the Tustin Area As part of a petition to the Spanish government in 1810,Jose Antonio Yorba and his cousin Juan Pablo Peralta were granted 78,941 acres of grazing land previously granted to Juan Pablo Grijalva,their uncle and father,respectively (Maniery et al. 2006). Their holdings,known as the Rancho Santiago de Santa Ana,were subdivided within the family throughout the next 50 years. In 1868, Petaluma carriage maker and property developer Columbus Tustin (Plate 1.3-1) purchased a portion of the Rancho and settled on the property: (City of Tustin 2018) Our old fellow citizen Columbus Tustin left Petaluma on Monday for his new possession, on the Santa Anna ranch, some forty miles below Los Angeles. Mr. Tustin informs us that he has secured some six-hundred and fifty-odd acres of land there, and has just shipped thither some 15,000 trees, consisting of apple, peach, pear, plum, nectarine, walnut, orange, etc. Being located on the main stage road from Los Angeles south,Mr.Tustin intends to survey off town on his ranch,and is 1.0-9 Cultural Resources Study for the 17802 Irvine Boulevard Project sanguine that it will prove a success. (Petaluma Weekly d ° Argus 1869) In hopes to build a town,Tustin divided 100 of his acres into 300 square blocks and laid out streets. While Tustin ultimately gave plots of land away in order to aid in the development of his city, when Santa Ana was chosen as the terminus of the Southern Pacific Railroad growth within Tustin City waned. On July 23, 1883 Tustin died without realizing the dream of a successful city named for him. Following his death, however, the City of Tustin experienced an economic boom due to the establishment of a bank and large hotel by the Tustin Improvement Association. By 1888 the Southern Pacific Railroad had set up a station in Tustin,which ran two trains daily between Tustin and Los Angeles. This lead to the establishment of the Utt Juice Company and the San Joaquin Fruit Company in the city (City of Tustin 2018). Plate 1.3-1: Columbus Tustin. Unfortunately,the early success of Tustin was brief: Photograph courtesy of the Tustin Area Museum. The successes of the 1880s were reversed by the Panic of 1893 which led to the demise of several businesses in town and closure of the bank(1902). With the new century came a gradual rebuilding of the economy and the successful additions of the First National Bank of Tustin (1911), the Tustin Lumber Company, Tustin Garage, Tustin Hardware, Piepers Feed Store, the Utt Juice Company, and three large citrus association packing houses. (City of Tustin 2018) In 1927,Tustin was incorporated as a"small agricultural community of approximately 200 acres and 900 residents" (City of Tustin 2018). Growth within the community was slow through the 1930s and 1940s,due to the Great Depression and World War II: In 1942,the war brought a new kind of growth to Tustin when the U.S.Navy built its Lighter-Than-Air Base on nearby beanfields. By the 1960s,rising land values and falling grove production induced agricultural landowners to sell their land for urban development. As a result of new development and annexations, the City's population jumped from 2,000 in 1960 to 21,000 in 1970 and has continued to grow at a steady pace to reach a 2007 population of over 72,500. (City of Tustin 2018) 1.0-10 Cultural Resources Study for the 17802 Irvine Boulevard Project 1.4 Results of the Archaeological Records Search An archaeological records search for the project and the surrounding area within a one- mile radius was conducted by BFSA at the SCCIC at CSU Fullerton on June 17,2022. The SCCIC records search results indicated that six resources are located within a one-mile radius of the project,but not within the subject property. These resources include one prehistoric metate,pestle, and shell site (ORA-301),one prehistoric stone bowl with two pestles site(ORA-352),the historic (circa 1925) Red Hill Water Company Pumping Plant (P-30-150051), the historic (circa 1887) Sherman Stevens House(P-30-160206),the historic(circa 1914) Artz Building(P-30162095),and the Tustin Old Town Historic Resources District (P-30-162471). The records search results also indicate that 21 cultural resource studies have been conducted within a one-mile radius of the project, none of which include any portion of the subject property. The complete records search results can be found in Appendix B. BFSA also reviewed the following sources to help facilitate a better understanding of the historic use of the property: • The National Register of Historic Places Index • The Office of Historic Preservation Built Environment Resources Directory • USGS Topographic Map Data(1896 through 2022) • Aerial Photographs (1931 through 2022) The topographic map data indicates that the area surrounding the subject property was developed with residences as early as 1896. The aerial photographs show that the subject property was developed with an agricultural grove by 1931,that an associated residence was located adjacent to the west boundary, and another residence was located adjacent to the southeast boundary. By 1960,the property to the north of the project was developed with the park that is presently located there. Between 1963 and 1966, the agricultural grove was removed from the property, but the residence located adjacent to the west boundary remained. A new structure was constructed within the east one fourth of the property during this time as well. In 1971 the west residence was removed, the new structure in the east of the property was removed, and the current commercial buildings were constructed with associated parking lots. No major changes are visible on the aerial photographs of USGS maps after 1971. An SLF search from the NAHC was requested by the City of Tustin on April 4,2022 which did not identify the presence of any sacred sites located within Township 5 South, Range 9 West of the Tustin, California Quadrangle. All correspondence is provided in Appendix C. 1.5 Applicable Regulations Resource importance is assigned to districts, sites, buildings, structures, and objects that possess exceptional value or quality illustrating or interpreting the heritage of Orange County in history, architecture, archaeology, engineering, and culture. A number of criteria are used in 1.0-11 Cultural Resources Study for the 17802 Irvine Boulevard Project demonstrating resource importance. Specifically,the criteria outlined in CEQA and City of Tustin environmental guidelines provide the guidance for making such a determination. The following sections detail the criteria that a resource must meet in order to be determined important. 1.5.1 California Environmental Quality Act According to CEQA (§15064.5a),the term"historical resource" includes the following: 1) A resource listed in or determined to be eligible by the State Historical Resources Commission for listing in the California Register of Historic Resources (CRHR) (Public Resources Code SS5024.1,Title 14 CCR. Section 4850 et seq.). 2) A resource included in a local register of historical resources, as defined in Section 5020.1(k) of the Public Resources Code or identified as significant in an historical resource survey meeting the requirements of Section 5024.1(g)of the Public Resources Code, shall be presumed to be historically or culturally significant. Public agencies must treat any such resource as significant unless the preponderance of evidence demonstrates that it is not historically or culturally significant. 3) Any object, building, structure, site, area, place, record, or manuscript, which a lead agency determines to be historically significant or significant in the architectural, engineering, scientific, economic, agricultural, educational, social, political, military, or cultural annals of California may be considered to be an historical resource,provided the lead agency's determination is supported by substantial evidence in light of the whole record. Generally, a resource shall be considered by the lead agency to be "historically significant" if the resource meets the criteria for listing on the CRHR (Public Resources Code SS5024.1,Title 14,Section 4852) including the following: a) Is associated with events that have made a significant contribution to the broad patterns of California's history and cultural heritage; b) Is associated with the lives of persons important in our past; c) Embodies the distinctive characteristics of a type,period,region,or method of construction, or represents the work of an important creative individual, or possesses high artistic values; or d) Has yielded, or may be likely to yield, information important in prehistory or history. 4) The fact that a resource is not listed in,or determined eligible for listing in the CRHR, not included in a local register of historical resources (pursuant to Section 5020.1(k) of the Public Resources Code),or identified in an historical resources survey(meeting the criteria in Section 5024.1(g) of the Public Resources Code) does not preclude a lead agency from determining that the resource may be an historical resource as defined in 1.0-12 Cultural Resources Study for the 17802 Irvine Boulevard Project Public Resources Code Section 5020.10) or 5024.1. According to CEQA (§15064.5b), a project with an effect that may cause a substantial adverse change in the significance of an historical resource is a project that may have a significant effect on the environment. CEQA defines a substantial adverse change as: 1) Substantial adverse change in the significance of an historical resource means physical demolition, destruction, relocation, or alteration of the resource or its immediate surroundings such that the significance of an historical resource would be materially impaired. 2) The significance of an historical resource is materially impaired when a project: a) Demolishes or materially alters in an adverse manner those physical characteristics of an historical resource that convey its historical significance and that justify its inclusion in,or eligibility for inclusion in the CRHR; or b) Demolishes or materially alters in an adverse manner those physical characteristics that account for its inclusion in a local register of historical resources pursuant to Section 5020.1(k) of the Public Resources Code or its identification in an historical resources survey meeting the requirements of Section 5024.1(g) of the Public Resources Code, unless the public agency reviewing the effects of the project establishes by a preponderance of evidence that the resource is not historically or culturally significant; or, c) Demolishes or materially alters in an adverse manner those physical characteristics of an historical resource that convey its historical significance and that justify its eligibility for inclusion in the CRHR as determined by a lead agency for purposes of CEQA. Section 15064.5(c) of CEQA applies to effects on archaeological sites and contains the following additional provisions regarding archaeological sites: 1. When a project will impact an archaeological site, a lead agency shall first determine whether the site is an historical resource,as defined in subsection(a). 2. If a lead agency determines that the archaeological site is an historical resource,it shall refer to the provisions of Section 21084.1 of the Public Resources Code, Section 15126.4 of the guidelines, and the limits contained in Section 21083.2 of the Public Resources Code do not apply. 3. If an archaeological site does not meet the criteria defined in subsection (a),but does meet the definition of a unique archaeological resource in Section 21803.2 of the Public Resources Code,the site shall be treated in accordance with the provisions of Section 1.0-13 Cultural Resources Study for the 17802 Irvine Boulevard Project 21083.2. The time and cost limitations described in Public Resources Code Section 21083.2 (c-f) do not apply to surveys and site evaluation activities intended to determine whether the project location contains unique archaeological resources. 4. If an archaeological resource is neither a unique archaeological nor historical resource, the effects of the project on those resources shall not be considered a significant effect on the environment. It shall be sufficient that both the resource and the effect on it are noted in the Initial Study or Environmental Impact Report,if one is prepared to address impacts on other resources, but they need not be considered further in the CEQA process. Section 15064.5 (d) and (e) contain additional provisions regarding human remains. Regarding Native American human remains,paragraph(d) provides: (d) When an initial study identifies the existence of,or the probable likelihood of,Native American human remains within the project, a lead agency shall work with the appropriate Native Americans as identified by the NAHC as provided in Public Resources Code SS5097.98. The applicant may develop an agreement for treating or disposing of, with appropriate dignity, the human remains and any items associated with Native American burials with the appropriate Native Americans as identified by the NAHC. Action implementing such an agreement is exempt from: 1) The general prohibition on disinterring,disturbing,or removing human remains from any location other than a dedicated cemetery (Health and Safety Code Section 7050.5). 2) The requirements of CEQA and the Coastal Act. 1.5.2 City of Tustin General Plan The City's General Plan(2018)indicates that Tustin"possesses important natural resources and features that warrant protection, preservation, and management as the community grows." The Conservation, Open Space, and Recreation Element Implementation Program within the General Plan (2018) provides a guideline for the preservation of archaeological and paleontological (Section 30) and historic (Section 33)resources identified within a project within the City. Section 30 applies to the preservation of archaeological and cultural resources within the City by: a) requiring developers to perform archaeological and paleontological surveys prior to grading in areas known or suspected to contain such resources; and 1.0-14 Cultural Resources Study for the 17802 Irvine Boulevard Project b) enforcing provisions of the California Environmental Quality Act regarding preservation or salvage of significant historic, archaeological and paleontological sites discovered during construction activities. Section 33 seeks to preserve historic resources wherever feasible by: a) continuing programs to ensure the City's status as a Certified Local Government; b) utilizing the guidelines established by the National Register, Office of Historic Preservation and the Tustin City Code where historic designation opportunities are desired for new or existing historic and cultural resources; and c) continuing to enforce zoning ordinance provisions for the Cultural Resources District and ensuring that design and development standards are enforced. Further, in order to protect paleontological and archaeological resources from future development, the City requires the following: 1. a records search be completed prior to the initiation of grading; and 2. afield survey should no previously recorded resources exist within the subject property. Any proposed project that is located within a sensitive area as defined by the City, or is identified through the records search and/or field survey, will require a licensed paleontologist or archaeologist to be present on the site to observe grading or other earthwork. 1.o—is Cultural Resources Study for the 17802 Irvine Boulevard Project 2.0 RESEARCH DESIGN The primary goal of the research design is to attempt to understand the way in which humans have used the land and resources within the project area through time, as well as to aid in the determination of resource significance. For the current project, the study area under investigation is west-central Orange County. The scope of work for the cultural resources study conducted for the 17802 Irvine Boulevard Project included the survey of an approximately two- acre area. Given the area involved, the research design for this project was focused upon realistic study options. Since the main objective of the investigation was to identify the presence of and potential impacts on cultural resources,the goal is not necessarily to answer wide-reaching theories regarding the development of early southern California but to investigate the role and importance of identified resources. Nevertheless, the assessment of the significance of a resource must take into consideration a variety of characteristics, as well as the ability of a resource to address regional research topics and issues. Although elementary resource evaluation programs are limited in terms of the amount of information available, several specific research questions were developed that could be used to guide the initial investigations of any observed cultural resources. The following research questions take into account the size and location of the project discussed above. Research Questions: • Can located cultural resources be associated with a specific time period, population, or individual? • Do the types of any located cultural resources allow a site activity/function to be determined from a preliminary investigation? What are the site activities? What is the site function? What resources were exploited? • How do located sites compare to others reported from different surveys conducted in the area? • How do located sites fit existing models of settlement and subsistence for valley environments of the region? Data Needs At the survey level, the principal research objective is a generalized investigation of changing settlement patterns in both the prehistoric and historic periods within the study area. The overall goal is to understand settlement and resource procurement patterns of the project area occupants. Therefore, adequate information on site function, context, and chronology from an archaeological perspective is essential for the investigation. The fieldwork and archival research were undertaken with the following primary research goals in mind: 2.0-1 Cultural Resources Study for the 17802 Irvine Boulevard Project 1) To identify cultural resources occurring within the project; 2) To determine, if possible, site type and function, context of the resource(s), and chronological placement of each cultural resource identified; 3) To place each cultural resource identified within a regional perspective; and 4) To provide recommendations for the treatment of each cultural resources identified. 2.0-2 Cultural Resources Study for the 17802 Irvine Boulevard Project 3.0 ANALYSIS OF PROJECT EFFECTS The cultural resources study of the project consisted of an institutional records search, an intensive cultural resource survey of the entire approximately two-acre project, and the preparation of this technical report. This study was conducted in conformance with City of Tustin environmental guidelines, Section 21083.2 of the California Public Resources Code, and CEQA. Statutory requirements of CEQA (Section 15064.5) were followed for the identification and evaluation of resources. Specific definitions for archaeological resource type(s)used in this report are those established by the State Historic Preservation Office (SHPO 1995). 3.1 Survey Methods The survey methodology employed during the current investigation followed standard archaeological field procedures and was sufficient to accomplish a thorough assessment of the project. The field methodology employed for the project included walking evenly spaced survey transects, where possible, while visually inspecting the ground surface. All potentially sensitive areas where cultural resources might be located were closely inspected. Photographs documenting survey areas and overall survey conditions were taken frequently. 3.2 Results of the Field Survey BFSA archaeologist Mary Chitjan conducted the intensive pedestrian survey on May 25, 2022, under the direction of Principal Investigator Brian F. Smith. Visibility of the natural ground was completely obscured by development consisting of the two office buildings, hardscape, and commercial landscaping (Plates 3.2-1 and 3.2-2). As stated previously, the entire property was developed with an agricultural grove by 1931, and the surrounding area was developed with residences as early as 1896. Between 1963 and 1966, the subject property was graded, removing the agricultural grove, and in 1971 the current development was constructed. As a result of the records search review and field survey, the current development consisting of two 1971 office buildings, hardscape, and commercial landscaping was identified. These buildings are over 50 years old and therefore meet the minimum age threshold to require an assessment of potential eligibility to the CRHR. The locations of the buildings are provided on Figure 3.2-1. No other cultural resources were identified within the property; however, the coverage of structures and hardscape prevented a review of the actual ground within the project. 3.0-1 Cultural Resources Study for the 17802 Irvine Boulevard Project d Plate 3.2-1: Overview of the project from the southeast corner,facing west. Plate 3.2-2: Overview of the project from the east boundary,facing west. 3.0-2 PA 10. W41 .� w • 7 i•it • M . r .. . _ T t i n 46 Calumixa r , m 'w�wr ■rr +mow soon .rrw �F 7A/ t Boii10 rd 1-N I_ 11e11)c l3uid�.;ircl w. d ��11111! tj w, .w w � •ry* J1 J " U « to, FIN La mtw t, w w� t 1000X000 ft s �. r ,. �✓ Figure 3.2-1 Historic Structure Location Map The 17802 Irvine Boulevard Project USGS Tustin and Orange Quadrangles(7.5-minute series) 3.0-3 Cultural Resources Study for the 17802 Irvine Boulevard Project 4.0 RECOMMENDATIONS The cultural resources survey of the project identified two commercial office buildings over 50 years old: 17802 Irvine Boulevard located within APN 401-141-13 and 17842 Irvine Boulevard located within APN 401-141-57. No other cultural resources were identified as a consequence of the records research or field surveys. In order to determine if the proposed development will represent a source of significant adverse impacts to the cultural resources, the commercial office buildings will need to be recorded on appropriate Department of Parks and Recreation (DPR) forms and evaluated for significance according to CEQA and City of Tustin criteria. As such, it is recommended that the structures be evaluated prior to the development of the property in order to determine if mitigation measures will be required as a condition of approval for the project. Further, because the cultural resources survey encountered a property that was covered by structures and hardscape, the review of the ground surface was restricted. Therefore, regardless of the future significance evaluation of the historic structures, it is recommended that the grading permit contain a condition that requires the applicant to contact a qualified archaeologist should any archaeological features or deposits be encountered during grading when the archaeologist is not present. The archaeologist would be provided the opportunity to record and evaluate the discovery. The discovery would also be reported to the City and the SCCIC. 4.0-1 Cultural Resources Study for the 17802 Irvine Boulevard Project 5.0 LIST OF PREPARERS AND ORGANIZATIONS CONTACTED The archaeological survey program for the 17802 Irvine Boulevard Project was directed by Principal Investigator Brian F. Smith. The archaeological fieldwork was conducted by staff archaeologist Mary Chitjian. The report text was prepared by Jillian Conroy and Brian Smith. Report graphics were provided by Jillian Conroy. Technical editing and report production were conducted by Jacob Tidwell. The archaeological records search was provided by the SCCIC at CSU Fullerton. 5.0-1 Cultural Resources Study for the 17802 Irvine Boulevard Project 6.0 REFERENCES CITED Antevs, Ernst 1953 The Postpluvial or the Neothermal. Berkeley: University of California Archaeological Survey Reports 22:9-23. Bancroft, Hubert Howe 1886 History of California (Vol. V); 1846-1848. The History Company, San Francisco, California. Bean, Lowell John and Florence C. Shipek 1978 Luiseno. In Handbook of North American Indians, Volume 8: California, edited by R.F. Heizer. Smithsonian Institution, Washington, D.C. Bedwell, S. F. 1970 Prehistory and Environment of the Pluvial Fork Rock Lake Area of South Central Oregon. Unpublished Ph.D. Dissertation, Department of Anthropology, University of Oregon, Eugene. Blick, James D. 1976 Agriculture in San Diego County. In San Diego An Introduction to the Area, edited by Philip J. Pryde, pp. 121-135. Kendall/Hunt Publishing Company, Dubuque, Iowa. Boscana, Geronimo 1978 Chinigchinich: A Revised and Annotated Version of Alfred Robinson's Translation of Father Geronimo Boscana's Historical Account of the Beliefs, Usages, Customs, and Extravagancies of the Indians of this Mission San Juan Capistrano Called the Acagchemem Tribe (1846). Edited by P.T. Hanna. Originally published in 1933, Fine Arts Press, Santa Ana, California. Reprinted by Malki Museum Press, Banning, California. Bull, Charles S. 1987 A New Proposal: Some Suggestions for San Diego Prehistory. In San Dieguito-La Jolla: Chronology and Controversy, San Diego County Archaeological Society Research Paper (1), edited by Dennis R. Gallegos. Carrico, Richard L. and Clifford V. F. Taylor 1983 Excavation of a Portion of Ystagua: A Coastal Valley Ipai Settlement. On file at the City of San Diego Planning Department, Environmental Quality Division, San Diego, California. 6.0-1 Cultural Resources Study for the 17802 Irvine Boulevard Project Castillo, Edward D. 1978 The Impact of Euro-American Exploration and Settlement. In Handbook of North American Indians, Vol 8, edited by Robert F. Heizer. Smithsonian Institution, Washington, D.C. Chartkoff, Joseph L. and Kerry Kona Chartkoff 1984 The Archaeology of California. Stanford University Press, Stanford, California. City of Orange N.d. History of Orange. Electronic Document, https://www.cityoforange.org/411/History- of-Orange, accessed April 6, 2021. City of Tustin 2018 General plan overview. General Plan Overview I Tustin, CA. (n.d.). Retrieved July 1, 2022, from https://www.tustinca.org/396/General-Plan Davis, E.L., C.W. Brott, and D.L. Weide 1969 The Western Lithic Co-Tradition. San Diego Museum Papers(6). San Diego Museum of Man, San Diego, California. Drover, Christopher E., Henry C. Koerper, and Paul E. Langenwalter II 1983 Early Holocene Human Adaptation on the Southern California Coast: A Summary Report of Investigations at the Irvine Site (CA-ORA-64), Newport Bay, Orange County, California. Pacific Coast Archaeological Society Quarterly 19(3&4):1-84. Elliott, Wallace W. 1965 History of San Bernardino and San Diego Counties with Illustrations. Riverside Museum Press, Riverside, California. Originally published 1883, W.W. Elliott, San Francisco, California. Engelhardt, Zephyrin 1921 San Diego Mission. James M. Barry Company, San Francisco, California. Gallegos, Dennis R. 1987 A Review and Synthesis of Environmental and Cultural Material for the Batiquitos Lagoon Region. In San Dieguito-La Jolla: Chronology and Controversy. Editor. San Diego County Archaeological Society Research Paper No. 1. 1991 Antiquity and Adaptation at Agua Hedionda, Carlsbad, California. In Hunter- Gatherers of Early Holocene Coastal California, edited by Jon M. Erlandson and Roger H. Colten. Perspectives in California Archaeology, Volume 1, Institute of Archaeology, University of California, Los Angeles.Gallegos, Dennis R. and Richard Carrico 6.0-2 Cultural Resources Study for the 17802 Irvine Boulevard Project 2002 Southern California in Transition: Late Holocene Occupation of Southern San Diego County. In Catalysts to Complexity: Late Holocene Societies of the California Coast, Edited by Jon M. Erlandson and Terry Jones. Institute of Archaeology, University of California, Los Angeles. Gallegos, Dennis R. and Richard Carrico 1984 Windsong Shores Data Recovery Program for Site W-131, Carlsbad, California. Unpublished report on file at the South Coastal Information Center at San Diego State University, San Diego, California. Greenwood, R.B., and C.L. Pridmore 2001 Liquefaction Zones in the Anaheim and Newport Beach 7.5-Minute Quadrangles, Orange County, California, 1997, revised 2001; in Seismic Hazard Zone Report for the Anaheim and Newport Beach 7.5-Minute Quadrangles, Orange County, California; Seismic Hazard Zone Report 03, California Division of Mines and Geology. Hayden, Julian D. 1987 Notes on the Apparent Course of San Dieguito Development. In San Dieguito-La Jolla: Chronology and Controversy, edited by Susan M. Hector. San Diego County Archaeological Society Research Paper(1). Kaldenberg, Russell L. 1982 Rancho Park North: A San Dieguito-La Jolla Shellfish Processing Site in Coastal Southern California. In Occasional Paper (6). Imperial Valley College Museum Society, El Centro, California. Koerper, Henry C., Paul E. Langenwalter II, and Adella B. Schroth 1991 Early Holocene Adaptations and the Transition Phase Problem: Evidence from the Allan O. Kelly Site, Agua Hedionda Lagoon. In Hunter-Gatherers of Early Holocene Coastal California, edited by Jon M. Erlandson and Roger H. Colten, pp. 43-62. Cotsen Institute of Archaeology, University of California, Los Angeles. Koerper, Henry, C., Jonathan E. Ericson, Christopher E. Drover, and Paul E. Langenwalter II 1986 Obsidian Exchange in Prehistoric Orange County. Pacific Coast Archaeological Society Quarterly 22 (1):33-69. Kroeber, A.L. 1976 Handbook of the Indians of California. Bureau of American Ethnology Bulletin 78, 1976 Dover Publications Edition, Dover Publications, Inc., New York. Macko, Michael E. 1988 Neolithic Newport: Executive Summary — Results of Implementing Mitigation Measures Specified in the Operation Plan and Research Design for the Proposed Newporter North Residential Development at ORA-64. Macko, Inc. Unpublished 6.0-3 Cultural Resources Study for the 17802 Irvine Boulevard Project report on file at the South Central Coastal Information Center at California State University, Fullerton, Fullerton, California. Maniery, Mary L., Cindy L. Baker, and John W. Dougherty 2006 Research Design and Sensitivity Assessment for the City of Orange, Orange County, California. PAR Environmental Services, Inc. Meighan, Clement W. 1954 A Late Complex in Southern California Prehistory. Southwestern Journal of Anthropology 10(2) Moratto, Michael J. 1984 California Archaeology. Academic Press, New York. Moriarty, James R., III 1967 Transitional Pre-Desert Phase in San Diego County. Science 155. 1987 A Separate Origins Theory for Two Early Man Cultures in California. Environmental and Cultural Material for the Batiquitos Lagoon Region. In San Dieguito-La Jolla: Chronology and Controversy, edited by Dennis Gallegos. San Diego County Archaeological Society Research Paper 1:49-60. Morton, D.M. and F.K. Miller 2006 Geologic map of the San Bernardino and Santa Ana 30' x 60' quadrangles, California: U.S. Geological Survey Open-File Report 06-1217, scale 1:100,000. Natural Resources Conservation Service (MRCS) 2019 Web Soil Survey. Electronic document, https://websoilsurvey.sc.egov.usda.gov/ App/Web Soil Survey.aspx, accessed January 5, 2022. Palou, Fray Francisco 1926 Historical Memoirs of New California, edited by Herbert Eugene Bolton (4 Volumes). University of California Press, Berkeley. Price, Glenn W. 1967 Origins of the War with Mexico. University of Texas Press, Austin. Rogers, Malcolm 1939 Early Lithic Industries of the Lower Basin of the Colorado River and Adjacent Desert Areas. In San Diego Museum Papers (No. 3 — 1989 printing). San Diego Museum of man Rolle, Andrew F. 1969 California:A History (Second Edition). Thomas Y. Crowell Company, New York. 6.0-4 Cultural Resources Study for the 17802 Irvine Boulevard Project Shumway, George, Carl L. Hubbs, and James R. Moriarty III 1961 Scripps Estate Site, San Diego, California: A La Jollan Site Dated 5,460-7,370 Years Before the Present. Annals of the New York Academy of Sciences 93(3). Smith, Brian F. 1987 The Excavations at Site CA-SDI-9956/W-3376. On file at the County of San Diego Planning and Development Services Department, San Diego, California. Smith, Brian F. and James R. Moriarty III 1985 An Archaeological Reconnaissance of San Diego Motor Racing Park, Otay Mesa, San Diego. Unpublished report on file at the City of San Diego Environmental Analysis Division, San Diego, California. Sprotte,E.C., D.R. Fuller, R.B. Greenwood, H.A. Mumm, C.R. Real, and R.W. Sherburne, editors 1980 Classification and mapping of Quaternary sedimentary deposits for purposes of seismic zonation, south coastal Los Angeles Basin, Orange County, California: California Division of Mines and Geology Open-File Report 80-19LA, 4 plates. State Historic Preservation Office (SHPO) 1995 Instructions for Recording Historical Resources. Office of Historic Preservation, Sacramento. True, Delbert L. 1958 An Early Complex in San Diego County, California. American Antiquity 23(3). 1980 The Pauma Complex in Northern San Diego County. Journal of New World Archaeology 3(4):1-39 Van Devender, T.R. and W.G. Spaulding 1979 Development of Vegetation and Climate in the Southwestern United States. Science 204:701-710. Walker, E.F. 1951 Five Prehistoric Sites in Los Angeles County, California. Publications of the Frederick Webb Hodge Anniversary Publication Fund 6:1-116. Wallace, William J. 1955 A Suggested Chronology for Southern California Coastal Archaeology. Southwestern Journal of Anthropology 11:214-230. Albuquerque. Warren, Claude N. 1966 The San Dieguito Type Site: Malcolm J. Rogers'1938 Excavation on the San Dieguito River. San Diego Museum Papers (6). 6.0-5 Cultural Resources Study for the 17802 Irvine Boulevard Project 1967 The San Dieguito Complex: A Review and Hypothesis. In American Antiquity 32(2):168-185. 1968 Cultural Tradition and Ecological Adaptation on the Southern Coast. In Archaic Prehistory in the Western United States, C.I. Williams, ed. Eastern New Mexico University Contributions in Anthropology 1(3):1-14. Warren, Claude N., D.L. True, and Ardith A. Eudey 1961 Early Gathering Complexes of Western San Diego County: Results and Interpretations of an Archaeological Survey. Archaeological Survey Annual Report 1960-1961. University of California, Los Angeles. 6.0-6 Cultural Resources Study for the 17802 Irvine Boulevard Project APPENDIX A Resumes of Key Personnel �nith Brian f. Smith, MA r � til Owner, Principal Investigator Brian F.Smith an8 Associates,Inc. 14010 Poway Road•Suite A ful Phone:(858)679-8218•Fax:(858)6799896•E-Mail:6smith®6fsa-ca.com - Education -------------------------------------------------------------------------------------------------------- Master of Arts, History, University of San Diego, California 1982 Bachelor of Arts, History, and Anthropology, University of San Diego, California 1975 Professional Mem6er5hiP5 Society for California Archaeology Experience Principal Investigator 1977-Present Brian F. Smith and Associates, Inc. Poway, California Brian F. Smith is the owner and principal historical and archaeological consultant for Brian F. Smith and Associates. Over the past 32 years, he has conducted over 2,500 cultural resource studies in California, Arizona, Nevada, Montana, and Texas. These studies include every possible aspect of archaeology from literature searches and large-scale surveys to intensive data recovery excavations. Reports prepared by Mr. Smith have been submitted to all facets of local, state, and federal review agencies, including the US Army Corps of Engineers, the Bureau of Land Management, the Bureau of Reclamation, the Department of Defense, and the Department of Homeland Security. In addition, Mr. Smith has conducted studies for utility companies (Sempra Energy) and state highway departments (CalTrans). Professional Accomplishments These selected major professional accomplishments represent research efforts that have added significantly to the body of knowledge concerning the prehistoric life ways of cultures once present in the southern California area and historic settlement since the late 18th century. Mr. Smith has been principal investigator on the following select projects, except where noted. Downtown San Die..o Mitigation and Monitoring Reporting Programs: Large numbers of downtown San Diego mitigation and monitoring projects, some of which included Broadway Block (2019), 915 Grape Street (2019), 1919 Pacific Highway (2018), Moxy Hotel (2018), Makers Quarter Block D (2017), Ballpark Village (2017), 460 16th Street (2017), Kettner and Ash (2017), Bayside Fire Station (2017), Pinnacle on the Park (2017), IDEA1 (2016), Blue Sky San Diego (2016), Pacific Gate (2016), Pendry Hotel (2015), Cisterra Sempra Office Tower (2014), 15th and Island (2014), Park and G (2014), Comm 22 (2014), 7th and F Street Parking (2013), Ariel Suites (2013), 13th and Marker (2012), Strata (2008), Hotel Indigo (2008), Lofts at 707 10th Avenue Project (2007), Breeza (2007), Bayside at the Embarcadero (2007), Aria (2007), Icon (2007), Vantage Pointe (2007), Aperture (2007), Sapphire Tower (2007), Lofts at 655 Sixth Avenue (2007), Metrowork (2007), The Legend (2006), The Mark (2006), Smart Corner (2006), Lofts at 677 7th Avenue (2005), Aloft on Cortez Hill (2005), Front and Beech Apartments (2003), Bella Via Condominiums (2003), Acqua Vista Residential Tower (2003), Northblock Lofts (2003), Westin Park Place Hotel (2001), Parkloft 15rian r,Smith and Associates,Inc, 2. Apartment Complex (2001), Renaissance Park (2001), and Laurel Bay Apartments (2001). 1900 and 1912 Spindrift Drive: An extensive data recovery and mitigation monitoring program at the Spindrift Site, an important prehistoric archaeological habitation site stretching across the La Jolla area. The project resulted in the discovery of over 20,000 artifacts and nearly 100,000 grams of bulk faunal remains and marine shell, indicating a substantial occupation area (2013-2014). San Diego Airport Development Project: An extensive historic assessment of multiple buildings at the San Diego International Airport and included the preparation of Historic American Buildings Survey documentation to preserve significant elements of the airport prior to demolition (2017-2018). Citracado Parkway Extension: A still-ongoing project in the city of Escondido to mitigate impacts to an important archaeological occupation site. Various archaeological studies have been conducted by BFSA resulting in the identification of a significant cultural deposit within the project area. Westin Hotel and Timeshare (Grand Pacific Resorts: Data recovery and mitigation monitoring program in the city of Carlsbad consisted of the excavation of 176 one-square-meter archaeological data recovery units which produced thousands of prehistoric artifacts and ecofacts, and resulted in the preservation of a significant prehistoric habitation site. The artifacts recovered from the site presented important new data about the prehistory of the region and Native American occupation in the area (2017). The Everly Subdivision Project: Data recovery and mitigation monitoring program in the city of EI Cajon resulted in the identification of a significant prehistoric occupation site from both the Late Prehistoric and Archaic Periods, as well as producing historic artifacts that correspond to the use of the property since 1886. The project produced an unprecedented quantity of artifacts in comparison to the area encompassed by the site, but lacked characteristics that typically reflect intense occupation, indicating that the site was used intensively for food processing (2014-2015). Ballpark Village: A mitigation and monitoring program within three city blocks in the East Village area of San Diego resulting in the discovery of a significant historic deposit. Nearly 5,000 historic artifacts and over 500,000 grams of bulk historic building fragments, food waste, and other materials representing an occupation period between 1880 and 1917 were recovered (2015-2017). Archaeology at the Padres Ballpark: Involved the analysis of historic resources within a seven-block area of the "East Village" area of San Diego,where occupation spanned a period from the 1870s to the 1940s. Over a period of two years, BFSA recovered over 200,000 artifacts and hundreds of pounds of metal, construction debris, unidentified broken glass, and wood. Collectively, the Ballpark Project and the other downtown mitigation and monitoring projects represent the largest historical archaeological program anywhere in the country in the past decade(2000-2007). 4S Ranch Archaeological and Historical Cultural Resources Study: Data recovery program consisted of the excavation of over 2,000 square meters of archaeological deposits that produced over one million artifacts, containing primarily prehistoric materials. The archaeological program at 4S Ranch is the largest archaeological study ever undertaken in the San Diego County area and has produced data that has exceeded expectations regarding the resolution of long-standing research questions and regional prehistoric settlement patterns. Charles H. Brown Site: Attracted international attention to the discovery of evidence of the antiquity of man in North America. Site located in Mission Valley, in the city of San Diego. Del Mar Man Site: Study of the now famous Early Man Site in Del Mar, California, for the San Diego Science Foundation and the San Diego Museum of Man, under the direction of Dr. Spencer Rogers and Dr. James R. Moriarty. 15rian f�.Smith and Associates,Inc. 3 Old Town State Park Projects: Consulting Historical Archaeologist. Projects completed in the Old Town State Park involved development of individual lots for commercial enterprises. The projects completed in Old Town include Archaeological and Historical Site Assessment for the Great Wall Cafe (1992), Archaeological Study for the Old Town Commercial Project (1991),and Cultural Resources Site Survey at the Old San Diego Inn(1988). Site W-20, Del Mar, California: A two-year-long investigation of a major prehistoric site in the Del Mar area of the city of San Diego. This research effort documented the earliest practice of religious/ceremonial activities in San Diego County (circa 6,000 years ago), facilitated the projection of major non-material aspects of the La Jolla Complex, and revealed the pattern of civilization at this site over a continuous period of 5,000 years. The report for the investigation included over 600 pages,with nearly 500,000 words of text, illustrations, maps, and photographs documenting this major study. City of San Diego Reclaimed Water Distribution System:A cultural resource study of nearly 400 miles of pipeline in the city and county of San Diego. Master Environmental Assessment Project, City of Poway: Conducted for the City of Poway to produce a complete inventory of all recorded historic and prehistoric properties within the city. The information was used in conjunction with the City's General Plan Update to produce a map matrix of the city showing areas of high, moderate, and low potential for the presence of cultural resources. The effort also included the development of the City's Cultural Resource Guidelines,which were adopted as City policy. Draft of the City of Carlsbad Historical and Archaeological Guidelines: Contracted by the City of Carlsbad to produce the draft of the City's historical and archaeological guidelines for use by the Planning Department of the City. The Mid-Bayfront Project for the City of Chula Vista: Involved a large expanse of undeveloped agricultural land situated between the railroad and San Diego Bay in the northwestern portion of the city. The study included the analysis of some potentially historic features and numerous prehistoric Cultural Resources Survey and Test of Sites Within the Proposed Development of the Audie Murphy Ranch, Riverside County, California: Project manager/director of the investigation of 1,113.4 acres and 43 sites, both prehistoric and historic—included project coordination; direction of field crews; evaluation of sites for significance based on County of Riverside and CEQA guidelines; assessment of cupule, pictograph, and rock shelter sites, co-authoring of cultural resources project report. February-September 2002. Cultural Resources Evaluation of Sites Within the Proposed Development of the Otay Ranch Village 13 Project, San Diego County, California: Project manager/director of the investigation of 1,947 acres and 76 sites, both prehistoric and historic—included project coordination and budgeting; direction of field crews; assessment of sites for significance based on County of San Diego and CEQA guidelines; co- authoring of cultural resources project report. May-November 2002. Cultural Resources Survey for the Remote Video Surveillance Project, EI Centro Sector, Imperial County: Project manager/director for a survey of 29 individual sites near the U.S./Mexico Border for proposed video surveillance camera locations associated with the San Diego Border barrier Project—project coordination and budgeting; direction of field crews; site identification and recordation; assessment of potential impacts to cultural resources; meeting and coordinating with U.S. Army Corps of Engineers, U.S. Border Patrol, and other government agencies involved; co-authoring of cultural resources project report. January, February, and July 2002. Cultural Resources Survey and Test of Sites Within the Proposed Development of the Menifee West GPA, Riverside County, California: Project manager/director of the investigation of nine sites, both prehistoric and historic—included project coordination and budgeting; direction of field crews; assessment of sites 5rian F.Smith anJ Associates,Inc. + for significance based on County of Riverside and CEQA guidelines; historic research; co-authoring of cultural resources project report. January-March 2002. Cultural Resources Survey and Test of Sites Within the Proposed French Valley Specific Plan/EIR, Riverside County, California: Project manager/director of the investigation of two prehistoric and three historic sites—included project coordination and budgeting; survey of project area; Native American consultation; direction of field crews; assessment of sites for significance based on CEQA guidelines; cultural resources project report in prep. July-August 2000. Cultural Resources Survey and Test of Sites Within the Proposed Development of the Menifee Ranch, Riverside County, California: Project manager/director of the investigation of one prehistoric and five historic sites—included project coordination and budgeting; direction of field crews; feature recordation; historic structure assessments; assessment of sites for significance based on CEQA guidelines; historic research; co-authoring of cultural resources project report. February-June 2000. Salva..e Mitigation of a Portion of the San Diego Presidio Identified During Water Pipe Construction for the City of San Diego, California: Project archaeologist/director—included direction of field crews; development and completion of data recovery program; management of artifact collections cataloging and curation; data synthesis and authoring of cultural resources project report in prep. April 2000. Enhanced Cultural Resource Survey and Evaluation for the Tyrian 3 Project, La Jolla, California: Project manager/director of the investigation of a single-dwelling parcel—included project coordination; assessment of parcel for potentially buried cultural deposits; authoring of cultural resources project report. April 2000. Enhanced Cultural Resource Survey and Evaluation for the Lamont 5 Project, Pacific Beach, California: Project manager/director of the investigation of a single-dwelling parcel—included project coordination; assessment of parcel for potentially buried cultural deposits; authoring of cultural resources project report. April 2000. Enhanced Cultural Resource Survey and Evaluation for the Reiss Residence Project, La Jolla, California: Project manager/director of the investigation of a single-dwelling parcel—included project coordination; assessment of parcel for potentially buried cultural deposits; authoring of cultural resources project report. March-April 2000. Salva..e Mitigation of a Portion of Site SDM-W-95 (CA-SDI-211) for the Poinsettia Shores Santalina Development Project and Caltrans, Carlsbad, California: Project archaeologist/ director—included direction of field crews; development and completion of data recovery program; management of artifact collections cataloging and curation; data synthesis and authoring of cultural resources project report in prep. December 1999-January 2000. Survey and Testing of Two Prehistoric Cultural Resources for the Airway Truck Parking Project, Otay Mesa, California: Project archaeologist/director—included direction of field crews; development and completion of testing recovery program; assessment of site for significance based on CEQA guidelines; authoring of cultural resources project report, in prep. December 1999-January 2000. Cultural Resources Phase I and II Investigations for the Tin Can Hill Segment of the Immigration and Naturalization Services Triple Fence Project Along the International Border, San Diego County, California: Project manager/director for a survey and testing of a prehistoric quarry site along the border—NRHP eligibility assessment; project coordination and budgeting; direction of field crews; feature recordation; meeting and coordinating with U.S. Army Corps of Engineers; co-authoring of cultural resources project report. December 1999-January 2000. 5cian F.Smith anJ Associates,Inc. 5 Mitigation of a Prehistoric Cultural Resource for the Westview High School Project for the City of San Diego, California: Project archaeologist/director—included direction of field crews; development and completion of data recovery program including collection of material for specialized faunal and botanical analyses; assessment of sites for significance based on CEQA guidelines; management of artifact collections cataloging and curation; data synthesis; co-authoring of cultural resources project report, in prep. October 1999-January 2000. Mitigation of a Prehistoric Cultural Resource for the Otay Ranch SPA-One West Project for the City of Chula Vista, California: Project archaeologist/director—included direction of field crews; development of data recovery program; management of artifact collections cataloging and curation; assessment of site for significance based on CEQA guidelines; data synthesis; authoring of cultural resources project report, in prep. September 1999-January 2000. Monitoring of Grading for the Herschel Place Project, La Jolla,California: Project archaeologist/monitor— included monitoring of grading activities associated with the development of a single- dwelling parcel. September 1999. Survey and Testing of a Historic Resource for the Osterkamp Development Project, Valley Center, California: Project archaeologist/director—included direction of field crews; development and completion of data recovery program; budget development; assessment of site for significance based on CEQA guidelines; management of artifact collections cataloging and curation; data synthesis; authoring of cultural resources project report. July-August 1999. Survey and Testing of a Prehistoric Cultural Resource for the Proposed College Boulevard Alignment Project, Carlsbad, California: Project manager/director—included direction of field crews; development and completion of testing recovery program; assessment of site for significance based on CEQA guidelines; management of artifact collections cataloging and curation; data synthesis; authoring of cultural resources project report, in prep. July-August 1999. Survey and Evaluation of Cultural Resources for the Palomar Christian Conference Center Project, Palomar Mountain, California: Project archaeologist—included direction of field crews; assessment of sites for significance based on CEQA guidelines; management of artifact collections cataloging and curation; data synthesis; authoring of cultural resources project report. July-August 1999. Survey and Evaluation of Cultural Resources at the Village 2 High School Site, Otay Ranch, City of Chula Vista, California: Project manager/director—management of artifact collections cataloging and curation; assessment of site for significance based on CEQA guidelines; data synthesis; authoring of cultural resources project report. July 1999. Cultural Resources Phase I, II, and III Investigations for the Immigration and Naturalization Services Triple Fence Project Along the International Border, San Diego County, California: Project manager/director for the survey, testing, and mitigation of sites along border—supervision of multiple field crews, NRHP eligibility assessments, Native American consultation, contribution to Environmental Assessment document, lithic and marine shell analysis, authoring of cultural resources project report. August 1997-January 2000. Phase I, II, and II Investigations for the Scril2ps Poway Parkway East Project, Poway California: Project archaeologist/project director—included recordation and assessment of multicomponent prehistoric and historic sites; direction of Phase II and III investigations; direction of laboratory analyses including prehistoric and historic collections; curation of collections; data synthesis; coauthorship of final cultural resources report. February 1994; March-September 1994; September-December 1995. Cultural Resources Study for the 17802 Irvine Boulevard Project APPENDIX B Archaeological Records Search Results (Deleted for Public Review; Bound Separately) Cultural Resources Study for the 17802 Irvine Boulevard Project APPENDIX C NAHC Sacred Lands File Search (Deleted for Public Review; Bound Separately) Southern California boL1es r CA 9 942 619-642-06931F, THSERVATION & PLANNING`�1 Northern California 248 -,!J Sfreer,#841 August 31, 2022 w,C10ono' CA 94607 s z0-663-7?431P Attn: Konnie Doberva 2355 Main Street I Suite ioo www.urbanopreservcrhomcum Irvine,CA 92614 RE:Historical Resource Summary 17802-17842 Irvine Boulevard,Tustin, California. Urbana Preservation&Planning, LLC(Urbana)has evaluated the commercial office buildings located at 17802 and 17842 Irvine Boulevard in Tustin, California, for eligibility under the Tustin Local Register and California Register of Historical Resources (CRHR)to identify whetherthe building meets the definition of an historical resource underthe CRHR and pursuant to g 15064.5 of the CEQA Guidelines. Urbana concludes that the property is not eligible for inclusion on the Local Register and the CRHR. The property does not meet the definition of an historical resource under the CRHR or pursuant to CEQA Guidelines g 15064.5. The property is documented and evaluated on Department of Parks and Recreation(DPR)523 series forms(attached)with our findings summarized below. The 17802-17842 Irvine Boulevard property does not qualify for designation under Local Register and CRHR criteria.The property was initially improved during the early suburbanization of the City of Tustin.During the 195os,agricultural lands were gradually replaced by new residential and commercial use propertiesto accommodatethe population boom that occurred following World War II. By the 1970s, when the buildings were constructed many of the area's agricultural lands were replaced with the construction of residential,commercial, and industrial-use properties.Although the buildings were constructed during the early suburbanization of the city, no specific information was identified to indicate that the subject property, in and of itself, exemplified or represents a special element of Tustin or California's history under CRHR/Local Register Criterion 1.The property is not directly associated with persons,a business use or events significant in local,state, or national history under CRHR/Local Register Criterion 2.The buildings do not embody the distinctive characteristics of a type, period,or method of construction,nor does it represent the work of an important creative individual under CRHR/Local Register Criterion 3/3, 4.The buildings do not have a unique location or represent an established and familiar visual feature of a neighborhood,community orthe city under Local Register Criterion 5.The property does not play an integral part of a natural environment and does not contribute to the wellbeing of the residents of the city or neighborhood Local Register Criterion 6.It is not in a geographically definable area that are unified by past events Local Register Criterion 7. Lastly,further research and analysis of the subject property is unlikely to yield information important in prehistory or history CRHR Criterion 4. The property has retained integrity over the years,with minor alterations made to the exterior.The buildings are in their original 1971 and 1972 location and has not been moved since that time; therefore, the property retains integrity of location. The buildings were constructed at time when Tustin was developing into a suburban community.Today,the property is surrounded by contemporary period commercial, residential, and multi-family units that have changed the surrounding context and visual characteristics of the area.The property does not possess integrity of feeling,setting,materials,design,and workmanship,or association. Alterations made to the exterior of subject buildings include multiple sign additions(see permit history), and the reroofing of the buildings with composition shingles in 2002. Refer to the attached DPR forms for additional property history and contact the office with any questions or comments. Respectfully Submitted, Alexia Landa, BA URBAN PLANNING HISTORIC PRESERVATION • HISTORY • ARCHITECTURAL HISTORY State of California-The Resources Agency Primary# DEPARTMENT OF PARKS AND RECREATION HRI# PRIMARY RECORD Trinomial: CRHR Status Code: 6Z Other Listings: Review Code Reviewer Date Resource Name or#: 17802-17842 Irvine Blvd. Page 1 of 46 P1.Other Identifier: Broadmoor Square West, Broadmoor Square East,Tustin Business Center *P2. Location: ❑ Not for Publication f91 Unrestricted *a. County Orange County and (P2c, P2e,and P2b or P2d. Attach a Location Map as necessary.) *b. USGS 7.5'Quad See Location Map Date 2022 T 5S;R 9W; of of Sec_; S.B. B.M. c. Address 17802& 17842 Irvine Blvd. City Tustin Zip 92780 d. UTM: (Give more than one for large and/or linear resources)Zone 11,423923.30 mE/3734511.98 mN e. Other Locational Data: (e.g., parcel#,directions to resource,elevation,decimal degrees,etc.,as appropriate) The subject property fronts Irvine Boulevard and is sited on Block 31 of the Rice's Re-subdivision Tract, between Prospect Avenue and Prospect Park. Identified as Orange County Assessor's Parcel Numbers 401-141-13 and 401-141-57,the property is located towards the north end of the City of Tustin. *P3a. Description:The evaluated property is located on two parcels identified as 401-141-13 and 401-141-57 and consists of two commercial office buildings, addressed as 17802 and 17842 Irvine Boulevard, constructed in 1971 by Richard B. Smith, Inc., Developer, and designed by Morris & Lohrbach,Architects. The buildings are sited on a rectangular parcel, approximately 2- acres in size, located on the south side of Irvine Boulevard. The surrounding area is composed of a planned single-family residential community,with commercial, public, and institutional-use properties located along Irvine Blvd. Asphalt surface parking surrounds the buildings to the north and south. Limited landscaping is installed at the north and west of the 17802 building and east of the 17842 building. Over the years,the property has housed a number of tenants, both large and small sole- proprietor businesses. See Continuation Sheet for additional description. *P3b. Resource Attributes: (List attributes and codes) (HP6) 1-3 Story Commercial Building *P4. Resources Present: 0 Building ❑Structure ❑ Object ❑ Site ❑ District ❑ Element of District ❑ Other(Isolates, etc.) P5b. Description of Photo:View of 17842 Irvine Blvd,west and south elevation. *P6. Date Constructed/Age and Source: 0-Historic: 1971 and 1972; Building Permits/Los Angeles Times. *P7.Owner and Address: _ a o Tustin Business Center-PI Prop. LC 210 N. Santa Anita Ave Arcadia CA. 2722 *P8. Recorded by: Alexia Landa, B.A. Urbana Preservation & Planning, LLC w www.urbanapreservation.com *P9. Date Recorded: August 2022 *P10.SurveyType: Historical Resource Assessment *P11. Report Citation: (Cite survey report and other sources or enter"none.") None *Attachments: ❑ NONE 0 Location Map 0 Continuation Sheet 0 Building, Structure,and Object Record ❑ Archaeological Record ❑ District Record ❑ Linear Feature Record ❑ Milling Station Record ❑ Rock Art Record ❑ Artifact Record ❑ Photograph Record ❑ Other(List): DPR 523A(9/2013) *Required information State of California-The Resources Agency Primary# DEPARTMENT OF PARKS AND RECREATION HRI# BUILDING, STRUCTURE,AND OBJECT RECORD CRHR Status Code: 6Z Resource Name or#: 17802-17842 Irvine Blvd. Page 2of46 B1. Historic Name: Broadmoor Square West/Broadmoor Square East B2.Common Name: 17802 & 17842 Irvine Blvd./Tustin Business Plaza B3.Original Use: Commercial-use B4. Present Use:Commercial-use *B5.Architectural Style: ContemporaW *B6. Construction History: Construction history is based on property building permits, historic newspapers,and historic and current aerial photography. The subject property was improved with the construction of two commercial-use buildings identified as: 17802 Irvine Blvd (constructed in 1971) and 17842 Irvine Blvd (constructed in 1972). In December of 1970, Broadmoor Square West,a limited partnership,applied for a permit to construct two 20,935 sq. ft. commercial-use buildings (Permit No.6134). The project was valued at$375,000. The two-story buildings were constructed by the Robert B. Smith, Inc. building company and designed by Morris & Lohrbach &Associates,Architects, in a contemporary style. Based on historic aerials,the buildings were designed identically with an L-shaped floorplan, a symmetrical fagade, a low-pitched roof,stucco-clad exterior,wood frame store front units,first and second floor walkways, and vertical board siding on the exterior staircases and center/ inside edges of the buildings. Over the years, several electrical,sewer,sign additions,and interior office partition permits were submitted by Broadmoor Square West, Richard B. Smith,the owner and building contractor of the subject property,and by tenants. In 2002, a permit was submitted by Tustin Business Center LP to reroof the buildings with composition shingles (Permit No. B02-0447). No other alterations were identified. See Continuation Sheet for a list of property building permits. *B7. Moved? ❑x No ❑Yes ❑ Unknown Date: Original Location: *B8. Related Features: No related features. B9a.Architect: Morris, Lohrbach,&Associates b. Builder: Richard B. Smith, Inc. *B10. Significance: Theme N/A Area N/A Period of Significance N/A PropertyType Commercial Applicable Criteria Local Register/CRHR Ineligible The 17802-17842 Irvine Boulevard property does not qualify for designation under Local Register and CRHR criteria. The property does not exemplify or reflect special elements of the City's cultural,architectural, aesthetic, social,economic, political,artistic,engineering,and or architectural heritage (CRHR/ Local Register Criterion 1); it is not associated with persons, a business use or events significant in local,state,or national history(CRHR/ Local Register Criterion 2); it does not embody the distinctive characteristics of a type, period,or method of construction, nor does it represent the work of an important creative individual (CRHR/ Local Register Criterion 3/3,4); It is not in a unique location or represent an established and familiar visual feature of a neighborhood, community or the city(Local Register Criterion 5); it is not an integral part of a natural environment and does not contribute to the wellbeing of the residents of the city or neighborhood (Local Register Criterion 6); it is not in a geographically definable area that are unified by past events (Local Register Criterion 7); Lastly,further research and analysis of the subject property is unlikely to yield information important in prehistory or history (CRHR Criterion 4). See Continuation Sheet for additional information. , , B11.Additional Resource Attributes: N/A *B12. References: See Continuation Sheet for References 613. Remarks: None *B14. Evaluator:Alexia Landa, B.A. Urbana Preservation & Planning, LLC *Date of Evaluation:August 2022 1 r y (This space reserved for official comments) ��V, N lr ..:171 r 7 JI A d 14 DPR 523B(9/2013) *Required information State of California-The Resources Agency Primary# DEPARTMENT OF PARKS AND RECREATION HRI# LOCATION MAP Trinomial# Page 3 of 46 *NRNP Status Code:6Z *Resource Name or#(Assigned by recorder) 17802-17842 Irvine Blvd. *Map Name:Tustin and Orange USGS Quad Maps *Date: 2022 *Scale: 1:24,000 w —L SAMrA_CL./RAAYE U SdAfd ARN fCm _ 5ANTp A CLARAAVC *p LEFT WOOOLN bOpG6 AW '9 w CN, T55 .f VAODOgR L✓ I _ORANGEiREE GN ; E_F L j m rrrcoCORA 4 ; vhim Ap.AG,RN5E7W� � BENE7A WAY l _ 7ta Ell f� qy w rsr sryq 2t f i .E MAIN.Si T— W MAIN ST r W�7N Si r l�w r k ; �f,, snt*4 C . N H A'JE L4 M 1 pr f X y, _ e K F� [`{�✓ � �t 4p ��' c 46r �9� URBMA PRMRVr,`, G PIAHNING'H a s s , DPR 523J(9/2013) *Required information State of California-The Resources Agency Primary# DEPARTMENT OF PARKS AND RECREATION HRI# CONTINUATION SHEET Trinomial# Resource Name or#: 17802-17842 Irvine Blvd. Page 4of46 Site Plan � s MUM gg a n f P r I r .._ f w Building A: 17802 Irvine Avenue (Historic Name: Broadmoor Property Boundary: Square West) Building B: 17842 Irvine Avenue (Historic Name: Broadmoor Square East) DPR 523J(9/2013) *Required information State of California-The Resources Agency Primary# DEPARTMENT OF PARKS AND RECREATION HRI# CONTINUATION SHEET Trinomial# Resource Name or#: 17802-17842 Irvine Blvd. Page 5of46 P3a. Description (Continued from page 1) 17802— 17842 Irvine Blvd. Current Description The property features two identically designed L-shape buildings set in a symmetrical plan. Each building features a flat or low-pitched sloped roof covered in composition, stucco-clad exterior walls, and horizontally aligned and evenly spaced wood frame storefront units at the ground floor with wood framed units at the second floor. The ground floor spaces are flush with the exterior wall but are recessed into the ground floor walkway formed by regular stucco-clad posts/squared columns, each divided by a retail signage panel with a canvas awning. Vertical board siding forms the second floor balustrade to enclose the exterior walkways leading to second floor office spaces. The same vertical board siding continues at the exterior staircases sited on the center/ inside edges of both buildings and at the rear elevation of both buildings. Current views of the property are included below and in the following pages. View southwest of the 17802 building's north elevation. DPR 523J(9/2013) *Required information State of California-The Resources Agency Primary# DEPARTMENT OF PARKS AND RECREATION HRI# CONTINUATION SHEET Trinomial# Resource Name or#: 17802-17842 Irvine Blvd. Page 6of46 a View south of the 17802 building's north elevation. - Aor r' I �p i I fit View southwest of the 17802 building's east elevation. DPR 523J(9/2013) *Required information State of California-The Resources Agency Primary# DEPARTMENT OF PARKS AND RECREATION HRI# CONTINUATION SHEET Trinomial# Resource Name or#: 17802-17842 Irvine Blvd. Page 7of46 �r View west of the 17802 building tC a corridor located on the north elevation. fi I w. F.F r - View northwest of the 17802 building's south elevation and partial east elevation. DPR 523J(9/2013) *Required information State of California-The Resources Agency Primary# DEPARTMENT OF PARKS AND RECREATION HRI# CONTINUATION SHEET Trinomial# Resource Name or#: 17802-17842 Irvine Blvd. Page 8of46 kA' -will View northwest of the 17802 building's south elevation. r View northeast of the 17802 building's south elevation. The 17842 building is visible in the background. DPR 523J(9/2013) *Required information State of California-The Resources Agency Primary# DEPARTMENT OF PARKS AND RECREATION HRI# CONTINUATION SHEET Trinomial# Resource Name or#: 17802-17842 Irvine Blvd. Page 9of46 View north of the 17802 building's south elevation. �a M1dIL', io " ' * View northeast of the 17802 building's west and partial south 4 elevation. I� .,.a-f:.....,. WEN I , "r dI n - DPR 523J(9/2013) *Required information State of California-The Resources Agency Primary# DEPARTMENT OF PARKS AND RECREATION HRI# CONTINUATION SHEET Trinomial# Resource Name or#: 17802-17842 Irvine Blvd. Page 10 of 46 y r 'pR t 4 F:n w View northeast of the 17802 building's west elevation. s k � NO d +. M View northeast of the 17802 building's west elevation. DPR 523J(9/2013) *Required information State of California-The Resources Agency Primary# DEPARTMENT OF PARKS AND RECREATION HRI# CONTINUATION SHEET Trinomial# Resource Name or#: 17802-17842 Irvine Blvd. Page 11 of 46 a mM, IL View southwest of the 17802 building's partial north and west elevations. Fav f'a iow 01 M� y _ W Y, e View southeast of the 17842 building's north elevation. DPR 523J(9/2013) *Required information State of California-The Resources Agency Primary# DEPARTMENT OF PARKS AND RECREATION HRI# CONTINUATION SHEET Trinomial# Resource Name or#: 17802-17842 Irvine Blvd. Page 12 of 46 x • w .��„ .f ria^,,5arrvccA "-' -w. View east of the 17842 building's L-shaped facade located on the north elevation. 'k W View east of the 17842 building's east and partial north elevation. DPR 523J(9/2013) *Required information State of California-The Resources Agency Primary# DEPARTMENT OF PARKS AND RECREATION HRI# CONTINUATION SHEET Trinomial# Resource Name or#: 17802-17842 Irvine Blvd. Page 13 of 46 View northeast of the 17842 building's south and west elevations. DPR 523J(9/2013) *Required information State of California-The Resources Agency Primary# DEPARTMENT OF PARKS AND RECREATION HRI# CONTINUATION SHEET Trinomial# Resource Name or#: 17802-17842 Irvine Blvd. Page 14 of 46 B6. Construction History (Continued from page 2) Table 1. Permit History Date Permitted Work Permit Issued to Owner: Broadmoor Square West, limited Partnership Contractor: R. B. Smith, Inc. 12/14/70 Building Permit-Block Wall; $1,200 (Permit#5488) Architect: Morris& Lohrbach Owner: Broadmoor Square West, limited Partnership Contractor: R. B. Smith, Inc. Building Permit-Commercial Offices & Retail; 2 stories; Architect: Morris& Lohrbach & 12/17/70 20,935 sq ft; -$378,000 (Permit#6134) Associates Owner: Broadmoor Square West, Limited Partnership 12/22/70 Sewer (Permit#851) Contractor: R. B. Smith Owner: Broadmoor Square West Contractor: Richard B. Smith 12/22/70 Grading(Permit#821) Architects: Morris& Lohrbach Owner: Richard B. Smith Development 12/23/70 Plumbing (Permit#6134) Contractor:Anaheim Plumbing, Inc. Owner: Smith Greenwood 12/29/70 Building Permit-Single Tract Sign (Permit#5541) Contractor: Union Sign Owner: Broadmoor Square West Contractor: Southland High Air 1/13/71 Heating, Ventilating, Refrigeration (Permit#3292) Conditioning Owner: Richard B. Smith 1/7/71 Electrical (Permit#5307) Contractor: Ram Equipment Owner: Richard B. Smith, Inc 2/26/71 Electrical (Permit#5349) Contractor: Looper Electric Co. Owner: Broadmoor Square West, Limited Partnership 3/8/71 Electrical -Sign (Permit#5353) Contractor: Rich Sign Co. Owner: Broadmoor Square West, Limited Partnership Building Permit- Install D/ F Pole sign, 5 x10 &wall Contractor: Rich Sign Co. 3/8/71 numbers (Permit#5635) Architect: Arthur L. Bergey Owner: Donald Bird Associates, Inc. 4/7/71 Electrical-Sign (Permit#5381) Contractor: Rich Sign Co. Owner: Donald M. Bird &Associates, Inc. 4/7/71 Building Permit-Install 4 wall signs (Permit#5726) Contractor: Rich Sign Co. DPR 523J(9/2013) *Required information State of California-The Resources Agency Primary# DEPARTMENT OF PARKS AND RECREATION HRI# CONTINUATION SHEET Trinomial# Resource Name or#: 17802-17842 Irvine Blvd. Page 15 of 46 Owner: R. B. Smith 4/27/71 Plumbing (Permit#9632) Contractor:Jen Construction Co. Owner: Broadmoor 6/15/71 Electrical (Permit#5487) Contractor: Looper Electric Owner: Broadmoor Square West 6/24/71 Electrical (Permit#5494) Contractor: Looper Electric Owner: R. B. Smith Contractor: C. Dial Co. 6/24/71 Building Permit-Office Partitions (Permit#5904) Architect: Morris& Lohrbach Owner: Broadmoor Homes 7/8/71 Plumbing (Permit#9777) Contractor: Custom Owner: R. B. Smith, Inc. Contractor: Southland High Air 7/19/71 Heating, Ventilating, Refrigeration (Permit#3287) Conditioning Owner: Broadmoor Square West 7/12/71 Electrical (Permit#5527) Contractor: Rich Sign Co. Owner: Broadmoor Square West 7/12/71 Building Permit-Install wall design (Permit#5947) Contractor: Rich Sign Co. Owner: R. B. Smith, Inc. Heating, Ventilating, Refrigeration-Suite E (Permit# Contractor: Southland High Air 7/19/71 3286) Conditioning Owner: R. B. Smith, Inc. Heating, Ventilating, Refrigeration-Suite A& D (Permit Contractor: Southland High Air 7/19/71 #3759) Conditioning Owner: Professional Practice Sales 8/24/71 Electrical (Permit#1668) Contractor: Rich Sign Co. Owner: Professional Practice Sales 8/24/71 Building Permit- Install 18x12 S/F Sign (Permit#6013) Contractor: Rich Sign Co. Owner: Broadmoor Square West Heating, Ventilating, Refrigeration-Suite D (Permit# Contractor: Southland High Air 10/15/71 3288) Conditioning Owner: Not Listed 11/19/71 Electrical (Permit#5675) Contractor: Looper Electric Owner: Broadmoor Square West, Limited Partnership Building Permit- Partition & Ceiling Suite D, H, L Contractor: R. B. Smith, Inc. 11/19/71 (Permit#21685) Architect: Morris& Lohrbach Owner: Broadmoor Square West Building Permit Partition & Ceiling Suite K(Permit# Contractor: Richard B. Smith 10/6/71 6018) Architects: Morris& Lohrbach Owner: R. B. Smith 10/8/71 Electrical (Permit#5631) Contractor: Looper Electric Owner: Royal Globe Insurance 11/5/71 1 Electrical-Sign (Permit#5663) Contractor: Rich Sign Co. DPR 523J(9/2013) *Required information State of California-The Resources Agency Primary# DEPARTMENT OF PARKS AND RECREATION HRI# CONTINUATION SHEET Trinomial# Resource Name or#: 17802-17842 Irvine Blvd. Page 16 of 46 Owner: Broadmoor 12/10/71 Electrical (Permit#5692) Contractor: Looper Electric Owner: R. B. Smith Contractor: R.B. Smith, Inc. 1/8/72 Building Permit- Partition (Permit#21801) Architect: Morris& Lohrbach Building Permit- Install S/F Plastic Wall Sign (Permit# Owner: Royal Globe Insurance 2/1/72 21798) Contractor: Rich Sign Co. Owner: Broadmoor Square West Building Permit- Partition & Ceiling Suite P (Permit# Contractor: R. B. Smith, Inc. 2/1/72 21827) Architect: Morris& Lohrbach Owner: Broadmoor Square 3/10/72 Electrical (Permit#5787) Contractor: Looper Electric Owner: Broadmoor Square East Heating, Ventilating, Refrigeration-Suite D (Permit# Contractor: Southland High Air 4/6/72 3545) Conditioning Owner: R.B. Smith, Inc. Heating, Ventilating, Refrigeration-Suite 105A(Permit# Contractor: Southland High Air 4/7/72 3546) Conditioning Owner: R.B. Smith, Inc. Heating, Ventilating, Refrigeration-Suite 215 (Permit# Contractor: Southland High Air 4/7/72 3547) Conditioning Owner: Broadmoor Square 5/9/72 Electrical (Permit#5883) Contractor: Looper Electric Building Permit-Certificate of Use and Occupancy Owner: Broadmoor Square West 6/27/72 (Permit#6134) Contractor: N/A Owner: Broadmoor Square West Building Permit- Partitioning of Suite#219 (Permit Contractor: Richard B. Smith, Inc. 7/27/72 #6568) Architects: Morris& Lohrbach Owner: Broadmoor Square 8/1/72 Electrical (Permit#5972) Contractor: Looper Electric Owner: Richard Smith 8/3/72 Heating, Ventilating, Refrigeration (Permit#3661) Contractor: Southland High Air Cond. Owner: R. B. Smith-Broadmoor Square West 8/8/72 Building Permit- Partition (Permit#6266) Contractor: R. B. Smith, Inc. Building Permit- Partitioning of Suites 215 & 217 A Owner: Broadmoor Square West 8/8/72 (Permit#6401) Contractor: Looper Electric Owner: Broadmoor Square 11/27/72 Electrical (Permit# 27469) Contractor: Looper Electric Owner:Transamerica Title Escrow 12/5/72 Building Permit-Wall sign (Permit#27469) Contractor: Rich Sign Co. Owner: Not Listed 12/26/72 1 Electrical (Permit#6228) Contractor: Rich Sign Co. DPR 523J(9/2013) *Required information State of California-The Resources Agency Primary# DEPARTMENT OF PARKS AND RECREATION HRI# CONTINUATION SHEET Trinomial# Resource Name or#: 17802-17842 Irvine Blvd. Page 17 of 46 Owner: Broadmoor Square 12/26/72 Electric (Permit#6227) Contractor: Looper Electric Owner: Broadmoor Square 2/8/73 Electrical (Permit#6323) Contractor: Looper Electric Owner: Broadmoor Square 3/7/73 Electric (Permit#6358) Contractor: Looper Electric Owner: Financial House Inc. 4/3/73 Building Permit-Wall Sign (Permit#27538) Contractor: Rich Sign Co. Owner: Broadmoor 4/19/73 Electrical (Permit# 29932) Contractor: Looper Electric Owner: Broadmoor 6/28/73 Electrical (Permit#6814) Contractor: Looper Electric Owner: Broadmoor East 8/30/73 Heating, Ventilating, Refrigeration (Permit#3831) Contractor: Southland Hgt. &A/C Owner: Broadmoor Square 2/7/74 Electric-Suite 240 (Permit#7495) Contractor: Not Listed Building Permit-Office Space Remodel (Permit# Owner: Broadmoor Square West 3/28/78 26012) Contractor: Not listed Owner: Broadmoor 4/15/78 Electrical (Permit# 26070) Contractor:Jacks Electrical Building Permit-"New Homes Group" Replace Face Owner: A. C. Nielson 12/11/79 (Permit#31731) Contractor: New Homes Group Building Permit-"Dee Davis Escrow" New face (Permit# Owner: A. C. Nielson 12/11/79 31732) Contractor: New Homes Group Owner: Mrs. Nielson 2/1/80 Building Permit- Leasing Sale Sign (Permit#40706) Contractor: Glen Sample Building Permit-Add Partitions per plan; paint and new Owner: Welarc, Inc. 3/30/86 carpeting (Permit# 112273) Contractor:Village Maint. &Const. Co. Building Permit- Relocate Partitions and Relocate and Owner: Welarc, Inc. 8/4/86 add overhead lighting fixtures (Permit# 17554) Contractor:Village Maint. &Const. Co. Owner: Broadmoor Square Contractor: Heritage Prop Services 10/29/86 Electric (Permit# 113128) Architect: Welarc, Inc. Owner: Broadmoor Building Permit-Tenant Improvement(Permit# Contractor: Heritage 2/28/87 113809) Architect: Samuel P. Madrid Owner: Broadmoor Contractor: Heritage 3/12/87 Building Permit (Permit# 113896) Architect: Samuel Madrid Owner: Broadmoor Contractor: Heritage 3/24/87 Building Permit-Office Partition (Permit# 113896) Architect: Not Identified DPR 523J(9/2013) *Required information State of California-The Resources Agency Primary# DEPARTMENT OF PARKS AND RECREATION HRI# CONTINUATION SHEET Trinomial# Resource Name or#: 17802-17842 Irvine Blvd. Page 18 of 46 Owner: Broadmoor Contractor: Heritage 4/7/87 Electrical (Permit# 114987) Architect: Not Identified Electrical-Commercial Under Canopy Sign (Permit# Owner: Edward Price Evan 6/28/87 116789) Contractor: Union Sign, Inc. Electrical- Illuminated Wall Sign "Travel Agents Owner: Edward Price Evans 12/18/95 International (Permit# Not listed) Contractor:A 1 Sign Service Owner:Tustin Business Center LP Reroof, install BUR, area where A/C Unit (Permit# not Contractor: Roofcorp of Ca. Inc. DBA 10/23/02 listed) Holmes Roofing Co. Building Permit-Face change only"All State" (Permit# Owner:Tustin Business Center LP 12/7/16 52016-0062) Contractor: Elite Sign Services DPR 523J(9/2013) *Required information State of California-The Resources Agency Primary# DEPARTMENT OF PARKS AND RECREATION HRI# CONTINUATION SHEET Trinomial# Resource Name or#: 17802-17842 Irvine Blvd. Page 19 of 46 B10. Significance (Continued from page 2) BRIEF OVERVIEW OF THE CITY OF TUSTIN The City of Tustin is located in Orange County in the Santa Ana Valley region, and City is bordered to the north by the City of Orange,to the west by the City of Santa Ana,to the south by the City of Irvine, and to the east by the Santa Ana Mountains. Located approximately 35-miles from Downtown Los Angeles, Tustin encompasses 11.12 square miles and is situated on a largely flat alluvial plain, south of the area's major watershed,the Santa Ana River. The river originates from the San Bernardino Mountains and extends west into Riverside County and Orange County,terminating at the Pacific Ocean. The city is characterized as a fully developed suburban community, with planned residential, commercial, and institutional-use properties throughout, and industrial-use properties located towards the south end of the city boundaries. Three major transportation corridors intersect the city and provide regional access between the Cities of Los Angeles, Orange, and San Bernardino. Interstate 5 intersects the city in a northwest-southeast orientation, California State Route 261 intersects the city in a southwest-northeast orientation, and California State Route 55 intersects the city in a north-south orientation. Major arterial routes that intersect that city include Irvine Blvd., Tustin Ranch Road,Jamboree Road, Newport Ave., and Red Hill Ave. The city is named after Columbus Tustin, a carriage maker originally from Philadelphia,who relocated west with his family in the mid-1830s. In 1868,Tustin and his partner Nelson O. Stafford acquired 1,359-acres of the former Rancho Santiago de Santa Ana land grant. The former Mexican rancho was approximately 63,400- acres and encompassed the present-day cities of Santa Ana, Orange, Tustin, Costa Mesa, and parts of Irvine. The rancho was previously owned by the Yorba and Peralta family and later acquired by Jonathan E. Bacon and Isaac Johnson in 1866. Following the transaction,Tustin took control of 840-acres and relocated to the area from Sacramento with his wife Mary and five children in 1870. He developed approximately 100-acres roughly near the present-day area of Old Town, and formally established "Tustin City." The town featured 300 sq. ft. blocks that were divided into 50 x 150 ft. lots.' Streets were laid out in a north-south, east-west orientation,with an average width of 66-feet. Mr. Tustin worked hard to ensure the success of the new townsite and marketed Tustin City as a "semi-tropical paradise," along the future corridor of the Southern Pacific Railroad. However,the new townsite failed to develop as Tustin had anticipated. Development was slow and eventually free lots were offered to encourage settlement in the area. In 1878,the new town experienced yet another blow when the Southern Pacific Railroad chose the town of Santa Ana as its new terminus. As a result, most of Tustin City's already-few commercial operations and residents relocated to Santa Ana where the railroad would guarantee continued growth and prosperity. In 1883,Tustin died at the age of 57 before he could see Tustin City transform into a thriving agricultural center. Throughout the late 1880s and 1890s,Tustin City experienced several ups-and-downs that inhibited the town's continued success. In 1886,the Santa Ana, Orange, and Tustin Street Railway, a horse-drawn streetcar line, was established to provide a link between the Southern Pacific Railroad depot in Santa Ana to Tustin City. The new connection to the railroad was meant to encourage further development in the town, however, by the close of the 1880s,the railroad fare war between the Southern Pacific Railroad and the Atchison,Topeka, & Santa Fe (ATSF) ceased, making it difficult for the average rider to afford a train ticket. Despite its promising prospects and the boost provided with the establishment of Orange County in 1889,Tustin City found itself at a standstill. In 1894,the post office dropped the word "City" from its name and the following year streetcar operations ceased. 'City of Tustin,Citywide Historic Resources Survey Update Report(CA: City of Tustin,2021). DPR 523J(9/2013) *Required information State of California-The Resources Agency Primary# DEPARTMENT OF PARKS AND RECREATION HRI# CONTINUATION SHEET Trinomial# Resource Name or#: 17802-17842 Irvine Blvd. Page 20 of 46 Beyond the fluctuations the area experienced, much of Tustin's early development lay within its burgeoning agricultural district which provided the city with a stable economic base. Although small-scale farming was one of the earliest activities to take root in Tustin, it took some time to expand into larger commercial operations. Everything changed for Tustin's local economy,when the Southern Pacific and ATSF established new lines near Tustin, creating new opportunities to market and ship the area's produce. As a result,this allowed the agricultural development of the area to expand greatly. By 1901,Tustin had emerged as a booming agrarian society with a population of 800. The vast majority of Tustin's residents were associated with the agricultural industry. Much of Tustin's growth was concentrated around the peripherals of the town center. The outlying areas were developed by farmers who cultivated a variety of crops such as walnuts, apricots, olives, grain, hay, and alfalfa, in addition to the dominant citrus crop. Farmhouses were built in the Victorian-era styles and packing houses were constructed, prompting new agricultural organizations. For much of the early 1900s, agriculture was the leading industry in Tustin which allowed the area to flourish. The townsite's commercial core began to reflect the predominant role of agriculture. In support of agricultural operations,the area's irrigation systems were expanded and updated so it could service approximately 18,000 acres in and around Tustin. The water was diverted from the Santa Ana River through a series of ditch or channel systems. Between 1914 and 1915, growth was further bolstered by improvements made to the main state highway system that intersected the area, Highway 101. Located halfway between Los Angeles and San Diego,with the advent of the automobile Tustin benefited from increased traffic through the area. As a result, the commercial core of the town began to grow, and residential development increased after World War I. By 1923,the automobile had become the predominant method of transportation. As a result,the Southern Pacific Railroad ceased operations of its passenger service in Tustin. Freight service would continue to serve the area for another 40 years. On September 21, 1927,Tustin was incorporated with a population that exceeded 900. Tustin embraced its new direction as an autonomous new city with the drive for growth, only stunted by the Great Depression. During the 1930s and early 1940s, Tustin experienced a number of issues that led to the eventual decline of the agricultural industry. The Great Depression created a lack of demand for agricultural products and as a result prices decreased. Fruits were often left to rot on trees because the price of picking and packaging produce outweighed any profit. Labor unrest in many parts of the country culminated with a massive strike in 1936, as Mexican and Mexican-American workers demanded better pay. Towards the end of the decade, matters worsened as the area experienced extreme weather conditions, resulting in severe flooding, crop and infrastructure damage, and loss of life. Although the agricultural industry was stunted, it did not stop entirely. Most of the area's residents were able to overcome the economic depression without long term effects. Those who managed to make it through the depression were impacted by yet another issue. During the 1940s, much of Southern California's citrus industry was devastated by the spread of the quick-decline disease. The virus, which was spread by melon aphids, decimated Tustin's citrus groves and the area never fully recovered. By the late 1940s,Tustin's status as a sparse bucolic agricultural community began to shift following World War II,to a suburban neighborhood. Post-World War II ushered in an unprecedented era of residential construction throughout the United States. Much like the rest of the country,Tustin saw an increase in population and building activity. Returning servicemen flocked to Orange County in search of the American Dream. Developers bought up thousands of acres of agricultural lands that once defined the city and installed streets and infrastructure. Hundreds of single-family residences, coupled with multi-family and commercial-use properties,were constructed within a short span of time. The construction of the freeway system encouraged continued growth, each new mile opening up areas that were once relatively inaccessible. The Santa Ana Freeway (Interstate 5) traced its way south from Los Angeles reaching the area by 1955, alleviating increased congestion on old Highway 101.With DPR 523J(9/2013) *Required information State of California-The Resources Agency Primary# DEPARTMENT OF PARKS AND RECREATION HRI# CONTINUATION SHEET Trinomial# Resource Name or#: 17802-17842 Irvine Blvd. Page 21 of 46 the completion of the Newport Freeway (now State Route 55) in 1963,Tustin was fully linked into the regional transportation system. The result was a complete transformation of the city's formerly rural character. Today, the population of Tustin exceeds 80,000 and development continues to this day. COMMERCIAL DEVELOPMENT, 1946-1980 The commercial development of Tustin exploded following World War II, as building resumed, and the burgeoning economy led to increased opportunities for businesses.2 While it was initially slow to start,the completion of the freeway system ignited commercial development and altered existing development patterns within the city. Traffic that once traveled through the heart of the city along Highway 101,was now bypassed with the establishment of Interstate 5 in the 1950s.'As a result, many of the small businesses that were established along the historic route were impacted and left isolated from potential customers. Some businesses relocated along major feeder streets, such as 1s' Street, Irvine Boulevard, Newport Avenue, and Red Hill Avenue,while others stayed and updated the buildings main fagade with larger windows, new cladding, and storefronts. During the 1950s, new businesses that were established along major feeder streets were similar to the auto- oriented businesses that had once dominated along Highway 101.' Most of the commercial-use properties were stand-alone businesses of all kinds,that included tall over-the-top signage designed to attract passing drivers. Drive-through and drive-up restaurants,food stands and markets, became a common establishment during the 1950s, allowing customers to pick up orders without having to park. Commercial-use properties often exhibited simple restrained Late Moderne or Mid-Century Moderne characteristics,while others were constructed with dramatic structural elements,visible in Googie or New Formalist styles.5 One notable example of an automobile oriented business in Tustin is the Googie-style Alta Dena Dairy (1062 Irvine Blvd., extant). By the 1960s, as commercial construction accelerated to keep up with the increased residential development, commercial-use properties increased in value attracting further development. More commercial-use buildings were added to major transportation corridors and included office buildings, retail strips, service stations, and restaurants.6 Large shopping centers often featured large integral parking lots and were typically visible at nearly every major intersection. The Claude T. Gilbreath Jamestown Village (462-566 EI Camino Real, extant) is one of the first shopping centers that was established in Tustin. By 1965,there were at least three major shopping centers located in the area. Into the contemporary period in the 1970s and 1980s,Tustin, Orange County, and the greater Southern California region experienced an uptick in development of suburban business parks and commercial office parks. A product of the country's post-WWII car culture that emerged in the decades prior, most of these office complexes were speculative for profit endeavors intended to house numerous tenants, both large 'anchor' companies and smaller sole-proprietor businesses offering goods or professional services. In this period,the city annexed surrounding lands to allow for the development of these commercial-use properties. In addition to new commercial-use properties,the freeway system also encouraged different types of industries to establish themselves within the Tustin area. Major companies looking for larger properties at a z City of Tustin,Postwar Development of Tustin:1946-1976(CA: City of Tustin,2021). 3 Ibid. 'Ibid. s Ibid. 6 Ibid. DPR 523J(9/2013) *Required information State of California-The Resources Agency Primary# DEPARTMENT OF PARKS AND RECREATION HRI# CONTINUATION SHEET Trinomial# Resource Name or#: 17802-17842 Irvine Blvd. Page 22 of 46 lower cost began moving into Orange County in anticipation of the freeway's completion. New industries established in Tustin included the aircraft industry and tourist industry. As larger industries flourished in the city, smaller companies followed,transforming Tustin into a city with some of the most diverse industries in the county. To control the increased development that occurred,the city established industrially zoned areas which were filled in with warehouses, distribution centers, manufacturing facilities, and office parks. For the first time since the area's agricultural development,Tustin was fully autonomous and offered its residents a variety of goods, services, and jobs. The development of additional business caused a need for more housing and thus the cycle continued. ROBERT B. SMITH, INC. Robert B. Smith, Inc. was a Southern California building company that was founded in 1958 by Richard B. Smith.'The company was known for its Broadmoor home developments throughout the Southern California region. Between the 1950s and 1980s,the company designed thousands of single-family and multi-family residences, and later commercial-use properties predominantly in the Newport Beach, Fullerton, Placentia, Irvine, San Clemente, San Diego, and Tustin areas. Over the years,the company partnered with Morris, Lohrbach &Associates, an Orange County based architectural firm founded in the 1960s,to design custom built model homes, sales offices, and office building S.8 Properties associated with the company were typically designed in the Ranch architectural style and emphasized shared outdoor green spaces and courtyards. For the company's contribution in the building industry, Smith was honored with the "Spirit of Life" award from the Construction Industries Alliance in 1978, Professional Builder Magazine's "National Builder of the Year" in 1979, and was inducted into the Home Builders Hall of Fame in 1983. In addition to his many accolades, Smith received a letter of recognition for his "outstanding contribution" to the building industry and community from President's Gerald R. Ford and Ronald Reagan.' In 1973, Smith sold Broadmoor Homes to the Genstar Development Company of Montreal, Canada, but the company continued under his management until he retired in 1981.10 The Turtle Rock Broadmoor Homes development in Irvine is the company's most recognized residential development.11 Today,the company is regarded as one of Orange County's most important residential building firms. See Table 2 on the following page for a partial list of properties attributed to the Robert B. Smith, Inc. building company. "Broadmoor Has Best Year in Firm's History,"Los Angele Times,July 20,1975. s City of Hope,"A Testimonial Honoring Richard B. Smith."(Ca: Construction Industries Alliance,1998). 9 Ibid. 10 Ibid. 11"Residential Groundbreaking,"Tustin News,February 8,1968.;Los Angeles Times,August 10,1069. DPR 523J(9/2013) *Required information State of California-The Resources Agency Primary# DEPARTMENT OF PARKS AND RECREATION HRI# CONTINUATION SHEET Trinomial# Resource Name or#: 17802-17842 Irvine Blvd. Page 23 of 46 Table 2. Identified Properties Attributed to the Robert B. Smith, Inc. Date Name Address Source Extant CA Los Angeles Times, 1962 Broadmoor Homes Red Hill Tustin, Not Identified January 7, 1962 1205 E. 1St Street City of Tustin, Tustin, CA. Citywide Historic 1963 Broadmoor Park Homes Resources Survey Extant Update Report, 2021 1964 Broadmoor Homes Cowan Cowan Heights, Tustin News, Extant Heights North Tustin, CA. March 5, 1964 Newport Beach, CA. Los Angeles Times, 1966 Broadmoor Harbor View December 18, Not Identified 1966 Broadmoor Homes Turtle Irvine Village of Turtle Rock Los Angeles Times, 1969 Rock Irvine, CA. August 10, 1969 Extant Niguel Shores, CA Los Angeles Times, 1970 Broadmoor View Homes April 19, 1970 Extant 1971-1972 Broadmoor Square West/ 17802-17842 Irvine Blvd. Building Permits Extant East, Commercial Tustin, CA. Broadmoor Square, Not Identified Los Angeles Times, 1972 Not Identified Commercial April 30, 1972 Broadmoor Homes Big Big Canyon Los Angeles Times, 1973 Extant Canyon Newport Beach, CA. February 11, 1973 Broadmoor Townhomes 1218 Moro Circle Long Beach 1973 Placentia Placentia, CA. Independent, Extant August 19, 1973 DPR 523J(9/2013) *Required information State of California-The Resources Agency Primary# DEPARTMENT OF PARKS AND RECREATION HRI# CONTINUATION SHEET Trinomial# Resource Name or#: 17802-17842 Irvine Blvd. Page 24 of 46 MORRIS, LOHRBACH &ASSOCIATES Morris, Lohrbach &Associates operated between 1962 and the early 1980s and was one of the largest and most well-respected architectural firms working with developers during the 1970s. The partners, Frank D. Morris,AIA (1935- 2006) and Edward D. Lohrbach (born c. 1936) established the firm in 1962. They quickly became specialists in land planning and architectural development. Ventura Keys, constructed between 1964 and 1969 in Ventura,was one of their first projects. Throughout the 1960s and 1970s,the firm worked with Southern California's leading developers on single-family residences, apartments, and condominiums. Their designs earned Gold Nugget awards for developer housing throughout the 1970s. Morris, Lohrbach & Associates was the frequent architectural partner to Richard B. Smith, Inc. for his Broadmoor home developments;they built 5,000 homes together by 1977. Morris, Lohrbach &Associates preliminary period of significance is 1964,when they designed the Broadmoor Homes Cove and Heights development in North Tustin and the Ventura Keys project in Ventura,through ca. 1972 when they contributed designs for the Ponderosa Homes project in Irvine,which received the 'Grand Award'from Pacific Coast Builders. Ponderosa Homes was a building subsidiary of Kaiser/Aetna and was sold in 1985.12 See Table 3 on the following page for a partial list of properties attributed to Morris, Lohrbach &Associates. "City of Buenaventura,Revised Draft for Historic Preservation Committee Review(CA: City of Buenaventura Community Development, 2022). DPR 523J(9/2013) *Required information State of California-The Resources Agency Primary# DEPARTMENT OF PARKS AND RECREATION HRI# CONTINUATION SHEET Trinomial# Resource Name or#: 17802-17842 Irvine Blvd. Page 25 of 46 Table 3. Identified Properties Attributed to Morris, Lohrbach &Associates Date Name Address Source Extant Broadmoor Homes Cowan Cowan Heights, Tustin News, August 23, 1964 Extant Heights North Tustin, CA. 1963 Ventura, CA. City of San 1964 Ventura Keys Buenaventura, Historic Extant Context Statement, March 2022 1966 Temelec West Near Sonoma Press Democrat, Not Identified September 11, 1966 1968 Peacock Hill Orange County, CA. Los Angeles Times, July Not Identified 28, 1968 Broadmoor Homes Turtle Irvine Village of Los Angeles Times, 1969 Rock Turtle Rock August 10, 1969 Extant Irvine, CA. EI Paseo Real Commercial San Juan Capistrano, Los Angeles Times, 1969 Extant Office Bldg. CA. February 15, 1969 1969 Redwood Estates Escondido, CA. Times-Advocate, March Not Identified 16, 1969 1970 Broadmoor View Homes Niguel Shores, CA Los Angeles Times, April Extant 19, 1970 1970 Patrician Villa Park Hillside Orange, CA. Los Angeles Times, March Extant Homes 1, 1970 18491 Durfee Lane Los Angeles Times, April 1971 Patrician Homes Extant Villa Park, CA. 25, 1971 1971 Big Canyon Country Club Newport Beach, CA. Los Angeles Times, June Extant Homes 27, 1971 1971 Kaiser Aetna Office Bldg. Newport Beach, CA. Los Angeles Times, Not Identified February 28, 1971 Broadmoor Square West/ 17802-17842 Irvine Building Permits 1971-1972 Blvd. Extant East; Commercial Tustin, CA. 1972 Ponderosa Homes Irvine, CA. Los Angeles Times, June Not Identified 4, 1972 Broadmoor Homes Big Big Canyon Los Angeles Times, 1973 Extant Canyon Newport Beach, CA. February 11, 1973 1977 Sweetwater Terrace San Diego, CA. Santa Ana Register, Not Identified February 20, 1977 1978 Niguel Woods Laguna Niguel Los Angeles, June 10 Not Identified 1978 DPR 523J(9/2013) *Required information State of California-The Resources Agency Primary# DEPARTMENT OF PARKS AND RECREATION HRI# CONTINUATION SHEET Trinomial# Resource Name or#: 17802-17842 Irvine Blvd. Page 26 of 46 PROPERTY OWNERSHIP HISTORY Property ownership history was identified through historical research and building permits. Between 1970 and 1987,the property was under the ownership of Robert B. Smith, a developer and building contractor who founded Robert B. Smith, Inc. and Broadmoor Homes in the late 1950s.18 Smith was born in 1922 in Seattle, Washington but spent much of his childhood in Southern California." He attended Dartmouth College in Hanover, New Hampshire and earned his degree in business from the University of Washington.15 During World War II, he served as a commissioned officer in the United States Naval Air Corps where he trained as a flight instructor and as an observation scouting pilot. In 1958, Smith founded Robert B. Smith, Inc. and Broadmoor Homes, and managed the construction of several developments including single-family, multi- family and commercial-use properties throughout the Southern California region. The most recognized residential development associated with Smith was the Turtle Rock Broadmoor homes development in Irvine, California. In 1998, Smith died at the age of 76 in Newport Beach." Property ownership was not identified between 1988 and 1993. In 1994,the property was under the ownership of Edward Price Evan S.17 Born in 1950 in Los Angeles, California, Evans was the son of LaVerne Elbert Evans of Montana, and Mildred Jean Evan S.18 In May of 1970, he married Melissa C. Paulson of Los Angeles.19 No further information was identified on Edward P. Evans. The subject property remained under his ownership until 1995 when it was acquired by Fedosh D. Nankani and his wife Denise, of Mission Viej0.21 Mr. Nankani was born in 1947 in Peshawar, India.21 During the 1970s, he immigrated to the United States where he settled in Yakima,Washington.22 In 1985, he married Denise L. Dyck in Benton,Washington.21 In 1995,the couple relocated to California where they settled in Orange County.24 Between 1996 and 1999, property ownership was not identified. In 1999,the property was acquired by the Tustin Business Center, a local real estate investment group that appears to have owned several commercial-use properties in the City of Tustin.25 The subject property continues under the Tustin Business Center's ownership to this day. See Table 4 below for partial property ownership history. 13 Building Permits 4"Broadmoor Homes Richard Smith Dies,"Los Angeles Times, July 16, 1998. s City of Hope,"A Testimonial Honoring Richard B. Smith."(Ca: Construction Industries Alliance,1998). 6"Broadmoor Homes Richard Smith Dies,"Los Angeles Times, July 16, 1998. Parcel Quest Document No. 1994.548838. "Daily Spectrum,February 16,2017. "Ancestry.com. California, U.S.,Marriage Index, 1960-1985[database on-line].Provo,UT,USA:Ancestry.com Operations Inc,2007. "Parcel Quest Document No. 1995.135441. 21 The National Archives at Seattle,Seattle,Washington;ARC Title:Petitions For Naturalization,1892-1991;NAI Number: 619209,Record Group Title:Records of District Courts of the United States, 1685-2009;Record Group Number: 21. 22 Ibid. 23 Washington State Archives;Olympia,Washington, Washington,Marriage Records, CE303-2-0-71 24 Ancestry.com. U.S.,Public Records Index, 1950-1993, Volume I [database on-line].Lehi,UT,USA:Ancestry.com Operations,Inc.,2010. 25 Tustin News,February 18,1999.;"Tustin Business Center: 14712 Franklin Ave,"Tustin News,August 24,1989. DPR 523J(9/2013) *Required information State of California-The Resources Agency Primary# DEPARTMENT OF PARKS AND RECREATION HRI# CONTINUATION SHEET Trinomial# Resource Name or#: 17802-17842 Irvine Blvd. Page 27 of 46 Table 4. Partial Property Ownership History Date Owner Source 1970-1987 Robert B. Smith, Inc. and Broadmoor Square Building Permits West, limited partnership 1994-1995 Edward Price Evans Building Permits Parcel Quest 1995 Fedosh D. Nankani and Denise L. Nankani Parcel Quest Building Permits 1999-present Tustin Business Center, LP Orange County Assessor's Office Tustin News DPR 523J(9/2013) *Required information State of California-The Resources Agency Primary# DEPARTMENT OF PARKS AND RECREATION HRI# CONTINUATION SHEET Trinomial# Resource Name or#: 17802-17842 Irvine Blvd. Page 28 of 46 B10. Significance (Continued from page 2): LOCAL REGISTER ELIGIBILITY REVIEW Local Register Criterion 1: It exemplifies or reflects special elements of the City's cultural, architectural, aesthetic, social, economic, political, artistic, engineering and or architectural heritage. The 17802-17842 Irvine Boulevard property is not eligible under Criterion 1 as it does not exemplify or reflect special elements of the city's history. The buildings were constructed at a time when the City of Tustin was transitioning from a primarily agricultural community to a suburban development. During the 1950s,the area experienced increased residential, commercial, and industrial development to accommodate the population boom that occurred following World War II. Developers bought up prime agricultural lands,which were then replaced by subdivisions and commercial developments. The construction of the freeway system further stimulated the area's growth. Although the subject buildings were constructed during the early suburbanization of the city, no specific, information was identified to indicate that the property, in and of itself, exemplifies or represents a special element of Tustin or California's history. The subject property is one of many commercial-use properties constructed in the area between the 1950s and 1970s. For this reason, Urbana determined the property is not individually eligible under Criterion 1. Local Register Criterion 2: It is identified with persons, a business use or events significant in local, state, or national history. Research does not indicate that the subject property qualifies for designation under Criterion 2. The property was constructed by Robert B. Smith, a building developer who managed the construction of numerous residential and commercial developments between the late 1950s and early 1980s. Born in 1922, Smith was a graduate of Dartmouth College and of the University of Washington. He was a veteran of World War II, serving in the Naval Air Corp as a commissioned officer. Following the war, he went into the building industry, establishing the Robert B. Smith, Inc. and Broadmoor Homes residential developments. Through the company, he managed the construction of several single-family housing developments, including multi-family and commercial-use properties throughout the Southern California region. The company's most recognized residential development was the Turtle Rock Broadmoor homes development in Irvine, California. For his contributions in the building industry, Smith was honored with several awards, including two letters of recognition from President Gerald R. Ford and Ronald Reagan. In 1970, Smith acquired the subject property and his building company constructed two commercial office buildings. The property was retained as an investment property and housed numerous tenants over the years that offered goods or professional services. In 1973, Smith sold the Broadmoor Homes to the Genstar Development Company, but the company continued under his management until he retired in 1981. In 1998, Smith died at the age of 76 in Newport Beach. Smith appears to merit recognition as an important local figure for his contributions in the building industry, however,the subject property is not directly associated with Mr. Smith as an individual. Additionally property is not a representative example of the company's work. For this reason,the property was not found eligible under Criterion 2. Local Register Criterion 3: It embodies distinctive characteristics of style,type, period, or method of construction, or is a valuable example of the use of indigenous materials or craftmanship. DPR 523J(9/2013) *Required information State of California-The Resources Agency Primary# DEPARTMENT OF PARKS AND RECREATION HRI# CONTINUATION SHEET Trinomial# Resource Name or#: 17802-17842 Irvine Blvd. Page 29 of 46 Under Criterion 3,the 17802-17842 Irvine Boulevard buildings do not possess high artistic values, nor do they appear to rise to the level beyond the ordinary. The subject property consists of two modest identically designed L-shaped buildings set in a symmetrical plan,with minimal detail throughout. The buildings are considered a basic off-the-shelf business plaza,that was intended to be affordable and easily constructed. Although minimal alterations have been made to exterior of the buildings,the buildings are not considered rare or innovative, nor do the buildings embody or possess distinctive characteristics of a significant style, period, or method of construction. For this reason, Urbana determined that the subject property is not eligible under Criterion 3. Local Register Criterion 4: It is representative of the notable work of a builder, designer, or architect. Under Criterion 4,the subject property is not a representative of the work of a notable builder, designer, or architect. The property was designed by Morris, Lohrbach &Associates and was commissioned and constructed by Robert B. Smith, Inc. Both firms received accolades for their work in residential construction, particularly for the development of comprehensively constructed residential tracts. The firms frequently collaborated. Many of their residential developments featured large single-family housing constructed in the Ranch and Contemporary styles. Several of these developments received professional awards and recognition from the building industry. Both firms may be asserted as Notable/ Masters, however,the subject property is not a notable example of either firm's work. Under the ownership and management of Mr. Robert B. Smith, Robert B. Smith, Inc. operated between 1958 and 1973 when it was acquired by Genstar Development. Mr. Smith remained on to support the company's management until 1981. The period of significance preliminarily identified for Robert B. Smith, Inc. as a Notable/ Master Builder is 1958, when the firm was established,through 1969,when it completed the Turtle Rock development in Irvine—the largest and most widely cited example of the company's residential work. Morris, Lohrbach &Associates operated between 1962 and the early 1980s and was one of the largest and most well-respected architectural firms working with developers during the 1970s. The partners, Frank D. Morris,AIA (1935- 2006) and Edward D. Lohrbach (born c. 1936) established the firm in 1962. They quickly became specialists in land planning and architectural development. Ventura Keys, constructed between 1964 and 1969 in Ventura,was one of their first projects. Throughout the 1960s and 1970s,the firm worked with Southern California's leading developers on single-family residences, apartments, and condominiums. Their designs earned Gold Nugget awards for developer housing throughout the 1970s. Morris, Lohrbach & Associates was the frequent architectural partner to Richard B. Smith, Inc. for his Broadmoor home developments;they built 5,000 homes together by 1977. Morris, Lohrbach &Associates preliminary period of significance is 1964,when they designed the Broadmoor Homes Cove and Heights development in North Tustin and the Ventura Keys project in Ventura,through ca. 1972 when they contributed designs for the Ponderosa Homes project in Irvine,which received the 'Grand Award'from Pacific Coast Builders. Ponderosa Homes was a building subsidiary of Kaiser/Aetna and was sold in 1985. Both firms excelled in residential design and construction. The subject property was constructed in 1971-1972 by Robert B. Smith Inc. and was one of numerous commercial / business plazas built in the Orange County region in the contemporary period, including in Tustin along Irvine Boulevard. At that time,the road was rezoned to accommodate business and commercial uses being a main thoroughfare with convenient highway access. The building falls outside the significance parameters of both firms, having been constructed outside or at the end of the period of significance of each firm and because it is a simple two-story wood frame business use building (rather than a residential tract) without innovative design details or characteristics, and is regarded as an 'off the shelf' unoriginal design. The building does not adequately represent the notable DPR 523J(9/2013) *Required information State of California-The Resources Agency Primary# DEPARTMENT OF PARKS AND RECREATION HRI# CONTINUATION SHEET Trinomial# Resource Name or#: 17802-17842 Irvine Blvd. Page 30 of 46 work of Robert B. Smith Inc. or of Morris, Lohrbach &Associates. It is not opined eligible under Local Register Criterion 4. Local Register Criterion 5: Its unique location or singular physical characteristic represents an established and familiar visual feature of a neighborhood, community or the City. Although the subject buildings are sited along a major feeder street, a common characteristic of a post-World War II commercial-use property,the buildings do not have a unique location or singular physical characteristic representing an established or familiar visual features of the neighborhood, community, or the City. Therefore,the property is not eligible under Local Register 5. Local Register Criterion 6: Its integrity as a natural environment or feature strongly contributes to the wellbeing of residents of the City or the wellbeing of a neighborhood within the City. The property consists of two commercial office buildings that do not play an integral part of the natural environment and do not contribute to the wellbeing of residents of the City or the neighborhood. Therefore, the subject buildings are not eligible under Criterion 6. Local Register Criterion 7: It is a geographically definable area possessing a concentration or continuity of site, buildings, structures or objects as unified by past events or aesthetically by plan or physical development. The property is not a geographically definable area that is unified by past events. Additionally,the property is not located within the boundaries of a registered historic district. Therefore,the property is not eligible under Local Register 7. DPR 523J(9/2013) *Required information State of California-The Resources Agency Primary# DEPARTMENT OF PARKS AND RECREATION HRI# CONTINUATION SHEET Trinomial# Resource Name or#: 17802-17842 Irvine Blvd. Page 31 of 46 CALIFORNIA REGISTER OF HISTORICAL RESOURCES (CRHR) ELIGIBILTY REVIEW CRHR Criterion 1: Association with events that have made a significant contribution to the broad patterns of California's history and cultural heritage. This is the same as Local Register Criterion 1. Urbana determined the property is not individually eligible under Criterion 1. Research does not indicate that the subject buildings exemplify or represent a special element of the City of Tustin. It is one of many commercial-use properties that were constructed post-WWII in the contemporary period when business plazas were constructed throughout the region. For this reason, Urbana determined the property is not individually eligible under Criterion 1. CRHR Criterion 2: Association with the lives of persons important in California's past. This is the same as Local Register Criterion 2. Research does not indicate that the subject property qualifies for designation under Criterion 2 as it has not been directly associated with the lives and persons important to California's past. Therefore,the property is not individually eligible under Criterion 2. CRHR Criterion 3: Embodies the distinctive characteristics of a type, period, or method of construction,or represent the work of an important creative individual or possess high artistic values. This is the same as Local Register Criterion 3 and 4. The property was designed by Morris, Lohrbach & Associates and was commissioned and constructed by Robert B. Smith, Inc. Both firms received accolades for their work in residential construction, particularly for the development of comprehensively constructed residential tracts. The firms frequently collaborated. Many of their residential developments featured large single-family housing constructed in the Ranch and Contemporary styles. Several of these developments received professional awards and recognition from the building industry. Both firms may be asserted as Notable/ Masters, however,the subject property is not a notable example of either firm's work. Under the ownership and management of Mr. Robert B. Smith, Robert B. Smith, Inc. operated between 1958 and 1973 when it was acquired by Genstar Development. Mr. Smith remained on to support the company's management until 1981. The period of significance preliminarily identified for Robert B. Smith, Inc. as a Notable/ Master Builder is 1958,when the firm was established,through 1969,when it completed the Turtle Rock development in Irvine—the largest and most widely cited example of the company's residential work. Morris, Lohrbach &Associates operated between 1962 and the early 1980s and was one of the largest and most well-respected architectural firms working with developers during the 1970s. The partners, Frank D. Morris,AIA (1935- 2006) and Edward D. Lohrbach (born c. 1936) established the firm in 1962. They quickly became specialists in land planning and architectural development. Ventura Keys, constructed between 1964 and 1969 in Ventura,was one of their first projects. Throughout the 1960s and 1970s,the firm worked with Southern California's leading developers on single-family residences, apartments, and condominiums. Their designs earned Gold Nugget awards for developer housing throughout the 1970s. Morris, Lohrbach & Associates was the frequent architectural partner to Richard B. Smith, Inc. for his Broadmoor home developments;they built 5,000 homes together by 1977. Morris, Lohrbach &Associates preliminary period of significance is 1964,when they designed the Broadmoor Homes Cove and Heights development in North Tustin and the Ventura Keys project in Ventura,through ca. 1972 when they contributed designs for the Ponderosa Homes project in Irvine,which received the 'Grand Award'from Pacific Coast Builders. Ponderosa Homes was a building subsidiary of Kaiser/Aetna and was sold in 1985. DPR 523J(9/2013) *Required information State of California-The Resources Agency Primary# DEPARTMENT OF PARKS AND RECREATION HRI# CONTINUATION SHEET Trinomial# Resource Name or#: 17802-17842 Irvine Blvd. Page 32 of 46 Both firms excelled in residential design and construction. The subject property was constructed in 1971-1972 by Robert B. Smith Inc. and was one of numerous commercial / business plazas built in the Orange County region in the contemporary period, including in Tustin along Irvine Boulevard. At that time,the road was rezoned to accommodate business and commercial uses being a main thoroughfare with convenient highway access. The building falls outside the significance parameters of both firms, having been constructed outside or at the end of the period of significance of each firm and because it is a simple two-story wood frame business use building (rather than a residential tract) without innovative design details or characteristics, and is regarded as an 'off the shelf' unoriginal design. The building does not adequately represent the notable work of Robert B. Smith Inc. or of Morris, Lohrbach &Associates, and does not embody the distinctive characteristics of a type, period, or method of construction. For this reason, Urbana determined the property is not individually eligible under Criterion 3. CRHR Criterion 4: Potential to yield information important in prehistory or history. Research and analysis of the subject property has not yielded information important in local, regional,state,or national history. The property is not eligible under Criterion 4. DPR 523J(9/2013) *Required information State of California-The Resources Agency Primary# DEPARTMENT OF PARKS AND RECREATION HRI# CONTINUATION SHEET Trinomial# Resource Name or#: 17802-17842 Irvine Blvd. Page 33 of 46 Integrity Integrity is the ability to physically convey significance. Evaluation of integrity must always be grounded in an understanding of a resource's physical features and how they relate to its significance. To retain historic integrity, a resource will possess several, and usually most of the following seven aspects of integrity: location, materials, design, setting,workmanship,feeling, and association. If it is determined that a resource is eligible for designation because it meets one or more of the adopted designation criteria,the integrity of the resource must be evaluated. Integrity is the ability to convey its significance. Only after the historic significance of the resource is fully established can the issue of integrity be addressed. The 17802-17842 Irvine Boulevard property has not been found by Urbana to be individually eligible for designation under any of the Local Register or CRHR criteria. Further integrity analysis is not merited. *B12. References (Continued from page 2): Ancestry.com. A variety of records were accessed online in July 2022 at: http://home.ancestry.com/. These include city directories, voter registration records, military records, and United States Census Data. Bowers Museum. Prequel to the Origin Story.-A Prehistory of Santa Ana's Foundation. Bowers Museum. Website, (November 6, 2019). Accessed July 2022. City of Tustin. Building Permits for 178802 Irvine Boulevard. On file at the City of Tustin, Building Division. California Office of Historic Preservation. California Register and National Register.•A Comparison. Technical Assistance Series 6. (1999). Office of Historic Preservation, Sacramento. City of Tustin. Citywide Historic Resources Survey Update Report. Pdf. (2021). Accessed August 2022. Tustin Becomes a City, 9994-9945. Pdf. (n.d.). Accessed August 2022. Postwar Development in Tustin, 9948-9976. Pdf. (n.d.). Accessed August 2022. County of Orange, Land Records.Website: (n.d.). Accessed August 2022. https://www.ocg is.com/ocpw/la nd records/ Ball, Guy Images ofAmerica: Tustin. Charleston, SC: Arcadia Publishing, 2011. National Park Service. National Register Bulletin 96A:How to Complete the National Register Registration Form."Washington DC: US Dept. of the Interior, 1991. Nationwide Environmental Title Research. Historic Aerials. Website, (1999). Accessed August 2022. https://www.historicaerials.com/. University of California Santa Barbara Library. Frame Finder. Website (n.d.). Accessed August 2022. https://mil.library.ucsb.edu/ap indexes/FrameFinder/. U.S. Department of the Interior. Earth Explorer. Website (n.d.)Accessed August 2022. https://earthexplorer.usgs.gov/. DPR 523J(9/2013) *Required information State oCalifornia-The Resources Agency Primary DEPARTMENT OFPARKS AND RECREATION HRI# CONTINUATION SHEET T_mm# Resource Nameo# 17802-17842 Irvine Blvd Page 3 0 46 _J k/! | # 80"-R09 __ §$` ( � \ t§!� m � , _ ,y % ;®q . 4\ )§§ / !_ t� - �� 58 m l � \ \ d The subject buildings are located ontwo parcels identified as Orange Count Assessor's Parcel No. 401-141-13 and 401-141-57. Source: March 19 0 Rice's Re-subdivision,assessor Map Book 401-14, Cou my of Orange assessor's Office. DP 5 3(9/2013) *Required informaon State of California-The Resources Agency Primary# DEPARTMENT OF PARKS AND RECREATION HRI# CONTINUATION SHEET Trinomial# Resource Name or#: 17802-17842 Irvine Blvd. Page 35 of 46 •' M1 0:; (,AL 1!- .9' 2451 1V SE 5C" 423 U,L41P,.gA AVE. XI1 4VF?ANrGE) 2.6 ,"�i 11�� t{ (ORANOF) 475 ff4's�f olu Ili IL a r �� �.wrrr• � � � I � W *•. .71� .. » .. � . r +•r ' k • Fir la • 6 r 9 Lo 0 ! r lb t Ilk r � r l Y — , I"x" 7F 4 schTPN f ,r m Y *tiCDII _ Jn Ar Aw (- rkr° The structures are first delineated on the 1982 update of the 1965 Tustin Quad map. Source: 1982 edition of the 1965 Tustin USGS Quadrangle map (1:24,000). DPR 523J(9/2013) *Required information State of California-The Resources Agency Primary# DEPARTMENT OF PARKS AND RECREATION HRI# CONTINUATION SHEET Trinomial# Resource Name or#: 17802-17842 Irvine Blvd. Page 36 of 46 Historic Aerials tk j�AT WE MY 6.4 Zr IR 7. Al Mai gL 1947 aerial of the subject property and surrounding area. No structures are visible on the parcel. Citrus groves were once planted nnthe property. Source: Frame Finder, UCSanta Barbara Library. QPR523J(9/2013) *Required information State of California-The Resources Agency Primary# DEPARTMENT OF PARKS AND RECREATION HRI# CONTINUATION SHEET Trinomial# Resource Name or#: 17802-17842 Irvine Blvd. Page 37 of 46 1 Y sr -Ilk M � Ik x I ""� k' s 4, N , 7_7 W na a M is, a 51 v A r .g '1q. � � ` �• ..... � � < 4 " p ryu a% !- ° h_ wig »-r ... il Ri QQA + ry Eq xl 1164 rrA* 141 w r a t 1968 aerial of the evaluated property and surrounding area. No structures are visible on the property. Source: Frame Finder, UC Santa Barbara Library. DPR 523J(9/2013) *Required information State of California-The Resources Agency Primary# DEPARTMENT OF PARKS AND RECREATION HRI# CONTINUATION SHEET Trinomial# Resource Name or#: 17802-17842 Irvine Blvd. Page 38 of 46 W7.%7W& . T,.A Air 41 a. .n ,y a r _t A y /w `i 9 " . y Jr, I3j ' y LuNN A � f 1972 aerial of the subject property and the surrounding area. The buildings are first visible in aerial photography. Source: HistoricAerials.com DPR 523J(9/2013) *Required information State of California-The Resources Agency Primary# DEPARTMENT OF PARKS AND RECREATION HRI# CONTINUATION SHEET Trinomial# Resource Name or#: 17802-17842 Irvine Blvd. Page 39 of 46 „ • »h . r _. law b d a ry IG u r , 1980 aerial of the evaluated property and the surrounding area. Source: Frame Finder, UC Santa Barbara Library. DPR 523J(9/2013) *Required information State of California-The Resources Agency Primary# DEPARTMENT OF PARKS AND RECREATION HRI# CONTINUATION SHEET Trinomial# Resource Name or#: 17802-17842 Irvine Blvd. Page 40 of 46 b r �f �A Yp A 1 T � 2022 aerial of the evaluated property and the surrounding area. The buildings continue to retain their original footprint and minimal alterations have been made to the exterior. Source: Frame Finder, UC Santa Barbara Library. DPR 523J(9/2013) *Required information State of California-The Resources Agency Primary# DEPARTMENT OF PARKS AND RECREATION HRI# CONTINUATION SHEET Trinomial# Resource Name or#: 17802-17842 Irvine Blvd. Page 41 of 46 Newspaper and Genealogical Database Search Results for Owners and Occupant Smith-Gre ood Parcel Map Ned Tustin planning carnrr;s,,,,n- :=r�", s!Orner of li-=41 iii.i A e+rxr l tin e 1 a.rna.nimnw,ie' :.aatar hiirurnn lid., in the approved ra, Parcel Wrap saakr- Tustin area. rttit.terl by Richard B. Smith, CWontrnksioner's also aceept—i ' Inc.. and Charles F. Greenwood� for information nnlvr„ arep rrr to cerate three pat-eels for from C"ity Engineer orviIle N1.= cornmerc.ial de.velopment an the ,ers regarding trnder•grounttr r�_ sna.rth side of Irvine Blvd. from ,fir-ink for a street light for Prospect Ave. to 682 fl. east d,r cleaning establishrnent at I of prospect Ave. 1,;4ziiria, Rd. and El Camino In the name action, rnrnnniz— starters overstepped a .,.tiff ra- commendation that thkl alt}r!;- Jatckley, manager of the crams required tor_, -int YQ :Santa An.a-Tustin area. tor Ed- 1)f of add ditional strT°• ' ref Tann f'.. rrdicated underground way for Irvine S1 c ;. •a i .a of a ;street light standard corner r Ir would not be Im- (pflt .'k Y'?. pra.cLri:. . At the April. 27 c{3m- ''1 r1 the r11 g1 I,l; r e, aa•e don't mission meeting, applicant. Al think Irvine Blvd. shnrrlrl he- lg&Vten of 'rri St;bte Enlrir risme a mRjor,aa.rterinI n,ghaa'at ;ening. told onmirniasionel: tL hers the+ Pirlrlrr }r�xr rn�s rrisme, 1pv+ ;alialinn worawi he irarr r,p. I [hark }anu'il fand other- arwarL qa• M,0 tv nwnera Anng there fnr=l Iht' ..;aerie %va .v " :.diel Gr'cen- ti+ in refer cnre to l he To it. r .iat of vva•� i Wr think it Ls af. Wills n rartfa i:, We met all cttt require_ nient.s In goad faith %vrth no An Khe Ba r thought of h a�'1ng to dedicate 1 1dd1t1nrral land- 'At this late rtat.e, It vworrlri AH KHF, Vrl ,I"I'ftiAM Arnat- •rea,tc a, trerlarrttlntrs P� hard;vhi �"iar-ge.an!i Rrerrt M. LI'ells. 23, agreed Svot;t Fuddle, roprersent- snn of Mrs. ROherta 411111npr, in FU_ohard R, tintlth, Inf, ^,2:51 Walnut. St.„ t�k'aantrngton Flazg'to do thaa worrlft force Nrk, recrently rea eivod t h e 1 is to strap.,..$20,,t}flr'i ,v or•th of Purple Heart near r ,'v n limey., 1-hltertural Olans and about t'ietnam, yr ntnnkh§ of work_'" Sgt„ WIIl.w res°rwiare l h e In Other action. conirmt.gion- ;1ward fi,o %vnrrnrl:; rer,reived in °"'s voted unaaninartuAY to In- motion witilw �ervting in Viet. t'tra•na the 00unt}y t'he}• have no narn on F'eh. 8 of tihis year, rahientaon to the cornu;"', approv- The �ierp;eant, 6v3trxwe wife. 1112 0 use pormit to allow klunr- 94ndee, ➢r^,`ns in "rij,4tin rc a lale Gil & Rel'iningCo- to build r tfl'eman In C"rmrttpnny R, :,rd a, rear wash in an existing ser- 1481ta.linn of the 4th Infantrti' vloP :station at the most south- DIVtVton's 8th Want.r•r• In 1970, Richard B. Smith, Inc. applied for a permit to constructed two commercial office buildings, south of Irvine Boulevard and east of Prospect Avenue. The 17802 building was constructed first in 1971 and the 17842 building was constructed in 1972. Charles F. Greenwood was employed by Richard B. Smith, Inc.,who also operated Charles Greenwood and Son, Inc, a building management company. Source: Tustin News,June 11, 1970. DPR 523J(9/2013) *Required information State of California-The Resources Agency Primary# DEPARTMENT OF PARKS AND RECREATION HRI# CONTINUATION SHEET Trinomial# Resource Name or#: 17802-17842 Irvine Blvd. Page 42 of 46 Office Colillplex-f 1 Seo Phase TUSTIN Construction Ji under wav on the sec- ond phase of the road- moor Square office com- plex at 17842 Irvine Blvd. The two-story structure will have 22,1800 square feet of floor space. Richard B. Smit, Inc. and Charles F. Greenwood & Son are codevelopers. Construction of the 17842 building commenced in 1972. DPR 523J(9/2013) *Required information State of California-The Resources Agency Primary# DEPARTMENT OF PARKS AND RECREATION HRI# CONTINUATION SHEET Trinomial# Resource Name or#: 17802-17842 Irvine Blvd. Page 43 of 46 Residential Groundabreaking at Broadnioor Turtle Rock, on Irvine Ranch, it was annMinc- huilder RichArd B. Smith, Inc. The Smith firm will be rem- enibered for its national award winning Broadmoor Fiegante' in Tustin and Broadmonp- HAr- bor View Homes in CoronR del The Turtle Rock Ehoadmoor than 300 single-fa*mily hornps, priced from $27,000 to S312,- 000. Five models are scheduled to open in MaY, with new own- er-, expected to take pocqses- sion of the first 86 units in Turtle Rock is located nortb- east of the University of Cal- ifornia, at Irvine: access is froni Campus Drive, east of Culver Road. Richard B. Smith was a building contractor and developer who was instrumental in the post-WWII development that occurred throughout Southern California. Between the 1950s and 1980s, he managed the construction of several residential development, including some onnnnnenoia| business plazas, primarily in the Orange County area. His company's most notable residential development was Turtle Rock Broadmoor in Irvine, California. Over the years, Smith and his company were honored with several awards, including receiving letters nfrecognition from President Gerald Ford and Ronald Reagan. Source: Tustin News, February 8, 1068. QPR523J(9/2013) *Required information State of California-The Resources Agency Primary# DEPARTMENT OF PARKS AND RECREATION HRI# CONTINUATION SHEET Trinomial# Resource Name or#: 17802-17842 Irvine Blvd. Page 44 of 46 Broud o o r Tu r- t I lxeft--a Ro C h AVW 1990 1�RE)h S f I W1 I 1 29 0 This neighborhood is just next door to UCl which means you can see entire plays, lectures, sporting events and movie classics without a single commercial. There are three parks in the neighborhood and a good-sized ocean nearby. You have six borne models to choose from, built by Richard B. Smith Developer, Inc, Source: Los Angeles Times,August 10, 1969. DPR 523J(9/2013) *Required information State of California-The Resources Agency Primary# DEPARTMENT OF PARKS AND RECREATION HRI# CONTINUATION SHEET Trinomial# Resource Name or#: 17802-17842 Irvine Blvd. Page 45 of 46 Otter 17. IWM pear Mr. tlhr ItA " C*O 10. ift ItSw#t N an 114 Td wxVt4**bM Ot tb*` ,*'jto aft W4 by ywa pispre,, - t b~r to bo, VFW' .4':..': r.,�. �,�•�.„q f . Source: City of Hope,A Testimonial Honoring Richard B. Smith(CA: Construction Industries Alliance, 1998). DPR 523J(9/2013) *Required information Source: City of Hnpe,/4 Testimonial Honoring Richard fl Smith(CA: Construction Industries Alliance, 1008). GEOTECHNICAL AND INFILTRATION EVALUATION PROPOSED 40 UNIT RESIDENTIAL DEVELOPMENT 17802 IRVINE BOULEVARD TUSTIN, ORANGE COUNTY, CALIFORNIA PREPARED FOR INTRACORP SW, LLC 895 DOVE STREET, SUITE 400 NEWPORT BEACH, CALIFORNIA 92882 PREPARED BY GEOTEK, INC. 1548 NORTH MAPLE STREET NEWPORT BEACH, CALIFORNIA 92878 PROJECT NO. 2901-CR OCTOBER 20, 2021 GEOTEK'Cr, GeoTek,Inc. 1548 North Maple Street,Corona,California 92878 (95 1)710-1 160 Office (95 1) 7 p 0-1 167 Fax www.geoteku5a.corn October 20, 2021 Project No. 2901-CR Intracorp SW, LLC 895 Dove Street, Suite 400 Newport Beach, California 92882 Attention: Ms. Emile Simard, Project Manager Subject: Geotechnical and Infiltration Evaluation Proposed 40 Unit Residential Development APN 402-191-03 17802 Irvine Boulevard Tustin, Orange County, California Dear Ms. Simard: GeoTek, Inc. (GeoTek) is pleased to provide the results of this geotechnical and infiltration evaluation for the proposed project located in Tustin, Orange County, California. This report presents the results of GeoTek's evaluation, discussion of findings, and provides geotechnical recommendations for foundation design and construction. Based upon review and evaluation, site development appears feasible from a geotechnical viewpoint provided that the recommendations included in this report are incorporated into the design and construction phases of the project. GEOTECHNICAL I ENVIRONMENTAL I MATERIALS INTRACORP SW, LLC Project No. 2901-CR Geotechnical and Infiltration Evaluation October 20, 2021 Tustin, Orange County, California Page 2 The opportunity to be of service is sincerely appreciated. If you should have any questions, please do not hesitate to contact GeoTek. Respectfully submitted, O�F551��4 � GeoTek, Inc. ,, a. i,o GE2 842Z'I--0iExp- 4i No.f882 � Bruce A. Hick Edward H. LaMont G E 2244, Exp. 12/3 1/22 CEG 1892, Exp. 07/31/22 Geotechnical Engineer Principal Geologist Distribution: (1)Addressee via email (one PDF file) G:\Projects\28S 1 to 2900\2901 CR Intracorp SW, LLC 2020 East 1st St Tustin\Geotechnical and Infiltration Evaluation\2901 CR Geotechnical and Infiltration Evaluation 17802 Irvine Boulevard.doc GEOTEKJa' INTRACORP SW, LLC Project No. 2901-CR Geotechnical and Infiltration Evaluation October 20, 2021 Tustin, Orange County, California Page i TABLE OF CONTENTS I. PURPOSE AND SCOPE OF SERVICES.......................................................................................................1 2. SITE DESCRIPTION AND PROPOSED DEVELOPMENT.....................................................................1 2.1 SITE DESCRIPTION..........................................................................................................................................1 2.2 PROJECT DESCRIPTION...................................................................................................................................2 3. FIELD EXPLORATION AND LABORATORY TESTING.......................................................................2 3.1 FIELD EXPLORATION......................................................................................................................................2 3.2 LABORATORY TESTING..................................................................................................................................4 4. GEOLOGIC AND SOILS CONDITIONS....................................................................................................4 4.1 REGIONAL SETTING........................................................................................................................................4 4.2 GENERAL SOIL CONDITIONS ..........................................................................................................................5 4.2.1 Artificial Fill............................................................................................................................................5 4.2.2 Alluvium.................................................................................................................................................5 4.3 SURFACE WATER AND GROUNDWATER.........................................................................................................6 4.3.1 Surface Water.......................................................................................................................................6 4.3.2 Groundwater..........................................................................................................................................6 4.4 FAULTING AND SEISMICITY............................................................................................................................6 4.4.1 Faulting..................................................................................................................................................6 4.4.2 Seismic Design Parameters.....................................................................................................................6 4.5 LIQUEFACTION...............................................................................................................................................7 4.6 OTHER SEISMIC HAZARDS..............................................................................................................................8 S. CONCLUSIONS AND RECOMMENDATIONS........................................................................................8 5.1 GENERAL.......................................................................................................................................................8 5.2 EARTHWORK CONSIDERATIONS.....................................................................................................................8 5.2.1 General..................................................................................................................................................8 5.2.2 Site Clearing...........................................................................................................................................9 5.2.3 Site Preparation.....................................................................................................................................9 5.2.4 Engineered Fill......................................................................................................................................10 5.2.5 Oversized Rock Disposal.......................................................................................................................10 5.2.6 Excavation Characteristics....................................................................................................................10 5.2.7 Trench Excavations and Backfill............................................................................................................10 5.2.8 Shrinkage and Bulking..........................................................................................................................11 5.2.9 Grading Plan Review.............................................................................................................................11 5.3 DESIGN RECOMMENDATIONS.......................................................................................................................11 5.3.1 Foundation Design Criteria....................................................................................................................11 5.4 RETAINING AND GARDEN WALL DESIGN AND CONSTRUCTION....................................................................15 5.5 PRELIMINARY PAVEMENT DESIGN RECOMMENDATIONS..............................................................................18 5.6 CONCRETE CONSTRUCTION..........................................................................................................................19 5.6.1 General................................................................................................................................................19 5.6.2 Concrete Mix Design............................................................................................................................19 5.6.3 Concrete Flatwork................................................................................................................................19 5.6.4 Concrete Performance..........................................................................................................................19 5.7 PLAN REVIEW AND CONSTRUCTION OBSERVATIONS ...................................................................................20 GEOTEK INTRACORP SW, LLC Project No. 2901-CR Geotechnical and Infiltration Evaluation October 20, 2021 Tustin, Orange County, California Page ii TABLE OF CONTENTS 6. INTENT..............................................................................................................................................................21 7. LIMITATIONS..................................................................................................................................................21 8. SELECTED REFERENCES.............................................................................................................................22 ENCLOSURES Figure I —Site Location Map Figure 2—Exploration Location Map Appendix A— Log of Exploratory Borings Appendix B—Results of Laboratory Testing Appendix C—Percolation Data& Porchet Calculations Appendix D—General Earthwork Grading Guidelines GEOTeK INTRACORP SW, LLC Project No. 2901-CR Geotechnical and Infiltration Evaluation October 20, 2021 Tustin, Orange County, California Page I 1 . PURPOSE AND SCOPE OF SERVICES The purpose of this study was to evaluate the geotechnical engineering and geologic conditions at the project site, as outlined in GeoTek's proposal P-090252 I-CR, dated September 13, 2021. Services provided for this study included the following: ■ Research and review of available geologic data and general information pertinent to the site, ■ Site exploration consisting of the excavation, logging, and sampling of five (5) exploratory test borings extending to depths ranging from about 21.0 to 27.0 feet below grade, ■ Excavation of two (2) additional borings to depths of about 5 feet below grade and performing an infiltration test in each boring, ■ Laboratory testing of soil samples collected during the field investigation, ■ Review and evaluation of site seismicity, and ■ Preparation of this geotechnical report which presents GeoTek's findings, conclusions, and recommendations for this site. 2. SITE DESCRIPTION AND PROPOSED DEVELOPMENT 2.1 SITE DESCRIPTION The approximate 2.1-acre rectangular-shaped project site is located on the south side of Irvine Boulevard, east of Prospect Avenue, and is referenced by the street addresses of 17802 and 17842 Irvine Boulevard, Tustin, Orange County, California. The site is also referenced as Assessor's Parcel Numbers (APN's) 401-141-13 and 401-141-57. The site is currently developed with two (2) "L"-shaped two-story office/commercial buildings in the central portion of the site with asphalt surface parking areas and access lanes in the surrounding the buildings, which will all be razed. The site is situated within a mixed used development area (commercial, recreation, single-family and multi-family). GEOTEK,G, INTRACORP SW, LLC Project No. 2901-CR Geotechnical and Infiltration Evaluation October 20, 2021 Tustin, Orange County, California Page 2 Topographically, the site slopes gently downward to the north towards Tustin Boulevard with less than five feet of elevation differential across the property. It is anticipated that numerous utility lines exist within the property. 2.2 PROJECT DESCRIPTION According to the Illustrative Site Plan, prepared by Bassenian I Lagoni Architecture, dated September 8, 2021, the property will be developed with 40 units: eight (8) detached single- family dwellings and sixteen (16) sets of paired single-family dwellings. The structures are anticipated to be up to three stories in height, of wood-framed construction, and will utilize concrete slab-on-grade floors and shallow foundations. Sewage is anticipated to be by a public sewer system. Cuts and fills are estimated to be less than three feet in height. In addition, it is anticipated that stormwater at the site may be managed via relatively shallow infiltration systems. Specific location and depths of these systems are unknown currently, but assumed to be located in open spaces planned to be located in the southwestern and southeastern edges of the proposed development. For the purposes of this report, it is assumed maximum column and wall loads will be about 100 kips and 3.5 kips per foot, respectively. Once actual loads are known that information should be provided to GeoTek to determine if modifications to the recommendations presented in this report are warranted. Based upon past experience, grading of the site will involve cuts and fills generally less than about 5 feet in height, not including any recommended remedial grading. If site development differs from the assumptions made herein, the recommendations included in this report should be subject to further review and evaluation. Site development plans should be reviewed by GeoTek when they become available. 3. FIELD EXPLORATION AND LABORATORY TESTING 3.1 FIELD EXPLORATION The field exploration for this report was conducted on October 5, 2021 and consisted of excavating five (5) geotechnical exploratory test borings (Borings B-I through B-5) with a GEOTEK,G, INTRACORP SW, LLC Project No. 2901-CR Geotechnical and Infiltration Evaluation October 20, 2021 Tustin, Orange County, California Page 3 hollow-stem drill rig to depths ranging from about 21.0 to 27 feet below grade. Boring B-5 was terminated at a depth less than the planned depth due to refusal. The approximate locations of the GeoTek borings are shown on the Exploration Location Map (Figure 2). A geologist from GeoTek logged the excavations and collected soil samples for use in subsequent laboratory testing. The logs of the exploratory borings are included in Appendix A. In-place sampling in the upper 5' of the borings was limited due to need to hand-auger the holes to confirm no underground utility lines were present. Bulk samples of these soils were locally collected and tested. Relatively undisturbed soil samples were recovered at various intervals in the geotechnical borings with a California sampler. The California sampler is a 3-inch outside diameter, 2.5-inch inside diameter, split barrel sampler lined with brass rings. The sampler was 18 inches long. The sampler conformed to the requirements of ASTM D 3550. A 140-pound automatic trip hammer was utilized, dropping 30 inches for each blow. The relatively undisturbed samples, together with bulk samples of representative soil types, were returned to the laboratory for testing and evaluation. The California sampler test data are presented on the logs. Percolation Testing In addition to the geotechnical exploratory borings, two (2) borings (I-I and 1-2) were excavated in the area of the anticipated storm water control systems as designated by the project developer. The infiltration test borings were drilled to a depth of about 5 feet below the existing ground surface at the test locations. Infiltration/percolation testing was conducted in these borings in general accordance with the requirements of the County of Orange. The percolation tests consisted of drilling an eight-inch diameter test hole to the desired depth and installing approximately two inches of gravel in the bottom of the hole. A three-inch diameter perforated PVC pipe, wrapped in a filter sock, was placed in the excavations and the annular space was filled with gravel to prevent caving within the boring. Water was then placed in the borings to presoak the holes and percolation testing was performed the following the pre-soak period. Following presoaking, the percolation tests were performed which consisted of adding water to each test hole and measuring the water drop over a 10-minute period. The water drop was recorded for six test intervals. Water was added to the test holes after each test interval. The field percolation rates were then converted to an infiltration rate using the Porchet Method. The infiltration rates calculated using the Porchet Method are presented in the following table: GEOTEK,G, INTRACORP SW, LLC Project No. 2901-CR Geotechnical and Infiltration Evaluation October 20, 2021 Tustin, Orange County, California Page 4 SUMMARY OF INFILTRATION RATES Boring Depth of Test Infiltration Rate (Inches (Feet) per hour) 1-1 5 1.76 1-2 5 1.76 The results of the conversions indicate an infiltration rate of 1.76 inch per hour. Copies of the percolation data sheets and the Porchet infiltration rate conversion calculations are presented in Appendix C. No factors of safety were applied to the rates provided. Over the lifetime of the infiltration areas, the infiltration rates may be affected by sediment build up and biological activities, as well as local variations in near surface soil conditions. A suitable factor of safety should be applied to the field rate in designing the infiltration system. It should be noted that the infiltration rates provided above were performed in relatively undisturbed on-site soils. Infiltration rates will vary and are mostly dependent on the underlying consistency of the site soils and relative density. Infiltration rates may be impacted by weight of equipment travelling over the soils, placement of engineered fill and other various factors. GeoTek assumes no responsibility or liability for the ultimate design or performance of the storm water facility. 3.2 LABORATORY TESTING Laboratory testing was performed on selected relatively undisturbed ring and bulk samples collected during the field exploration. The purpose of the laboratory testing was to confirm the field classification of the materials encountered and to evaluate their physical properties for use in the engineering design and analysis. Results of the laboratory testing program along with a brief description and relevant information regarding testing procedures are included on the exploratory borings logs included in Appendix A. 4. GEOLOGIC AND SOILS CONDITIONS 4.1 REGIONAL SETTING The subject property is situated in the Peninsular Ranges geomorphic province. The Peninsular Ranges province is one of the largest geomorphic units in western North America. It extends approximately 975 miles south of the Transverse Ranges geomorphic province to the tip of GEOTEK'G__ INTRACORP SW, LLC Project No. 2901-CR Geotechnical and Infiltration Evaluation October 20, 2021 Tustin, Orange County, California Page 5 Baja California. This province varies in width from about 30 to 100 miles. It is bounded on the west by the Pacific Ocean, on the south by the Gulf of California and on the east by the Colorado Desert Province. The Peninsular Ranges are essentially a series of northwest-southeast oriented fault blocks. Several major fault zones are found in this province. The Elsinore Fault zone and the San Jacinto Fault zone trend northwest-southeast and are found near the middle of the province. The San Andreas Fault zone borders the northeasterly margin of the province. More specific to the subject property, the site is in an area geologically mapped to be underlain by alluvium (Dibblee, T.W. and Minch,J.A., 2003). No active faults are shown in the immediate site vicinity on the maps reviewed for the area. 4.2 GENERAL SOIL CONDITIONS A brief description of the earth materials encountered is presented in the following section. Based on the site reconnaissance, the exploratory excavations and review of published geologic maps, the area investigated is locally underlain by alluvial soils that is locally overlain by artificial fill. 4.2.1 Artificial Fill Artificial fill (asphalt concrete pavement sections consisting of asphalt concrete and aggregate base) was encountered at the surface of all of the exploratory and infiltration borings. As the project site contains existing structures, pavements, utilities and other infrastructure improvements, artificial fill is anticipated to be present in unexplored areas of the project site. 4.2.2 Alluvium Alluvium was encountered beneath the pavement sections in all the exploratory and infiltration test borings. The alluvium was found to consist of interbedded layers of silty sands, relatively clean and gravelly sands and sandy gravels, (SM, SP, and GP soil types based upon the Unified Soil Classification System). The coarse-grained alluvium was found to be medium dense to very dense. Based on the results of laboratory testing, the upper site soils are considered to have a "very low" (0-20) expansion potential (ASTM D 4829). Based on the laboratory test results, the near surface soils have a soluble sulfate content of less than 0.1 percent (ASTM D 4327). The test results are provided in Appendix B. GEOTEK,G, INTRACORP SW, LLC Project No. 2901-CR Geotechnical and Infiltration Evaluation October 20, 2021 Tustin, Orange County, California Page 6 4.3 SURFACE WATER AND GROUNDWATER 4.3.1 Surface Water If encountered during earthwork operations, surface water on this site is the result of precipitation or possibly some minor surface run-off from the surrounding areas. Overall site area drainage varies due to the site topography. Provisions for surface drainage will need to be accounted for by the project civil engineer. 4.3.2 Groundwater Groundwater was not encountered within any of the test borings drilled at the site (maximum depth explored of 27 feet). Based on review of available data, it is estimated that the depth to high groundwater at the site is greater than about 50 feet below grade. Based on the results of the field exploration, review of site area geomorphology and geology, groundwater is not anticipated to adversely affect the proposed improvements. 4.4 FAULTING AND SEISMICITY 4.4.1 Faulting The geologic structure of the entire California area is dominated mainly by northwest-trending faults associated with the San Andreas system. The site is in a seismically active region. However, the site is not situated within a State of California designated `Alquist-Priolo" Earthquake Fault Zone. The nearest known active fault is the Newport-Inglewood fault zone located about 10 miles to the southwest. 4.4.2 Seismic Design Parameters The site is located at approximately 33.7479 degrees West Latitude and -117.8214 degrees North Longitude. Site spectral accelerations (Sa and Si), for 0.2 and 1.0 second periods for a Class "D" site, was determined from the SEAOC/OSHPD web interface that utilizes the USGS web services and retrieves the seismic design data and presents that information in a report format. Using the ASCE 7-16 option on the SEAOC/OSHPD website results in the values for SM, and Sp, reported as "null-See Section 11.4.8" (of ASCE 7-16). As noted in ASCE 7-16, Section 11.4.8, a site-specific ground motion procedure is recommended for Site Class D when the value S, exceeds 0.2. The value S, for the subject site exceeds 0.2. For a site Class D, an exception to performing a site-specific ground motion analysis is allowed in ASCE 7-16 where S, exceeds 0.2 provided the value of the seismic response coefficient, Cs, GEOTEK,G, INTRACORP SW, LLC Project No. 2901-CR Geotechnical and Infiltration Evaluation October 20, 2021 Tustin, Orange County, California Page 7 is conservatively calculated by Eq 12.8-2 of ASCE 7-16 for values of T<_1.5Ts and taken as equal to 1.5 times the value computed in accordance with either Eq. 12.8-3 for TL>_T>I.5Ts or Eq. 12.8-4 for T>TL. The results, based on the 2015 NEHRP and the 2019 CBC, are presented in the following table as it is assumed that the exception as allowed in ASCE 7-16 is applicable. If the exception is deemed not appropriate, a site-specific ground motion analysis will be required. SITE SEISMIC PARAMETERS Mapped 0.2 sec Period Spectral Acceleration, Ss 1.291 Mapped 1.0 sec Period Spectral Acceleration, S, 0.461 Site Coefficient for Site Class "D", Fa I Site Coefficient for Site Class "D", Fv 1.839 Maximum Considered Earthquake Spectral Response 1.291 g Acceleration for 0.2 Second, SMs Maximum Considered Earthquake Spectral Response 0.8478 Acceleration for 1.0 Second, SM, 5% Damped Design Spectral Response Acceleration Parameter 0.861 at 0.2 Second, Sos 5% Damped Design Spectral Response Acceleration Parameter 0.565 at I second, So, Peak Ground Acceleration PGAr, 0.592 Seismic Design Category D Final selection of the appropriate seismic design coefficients should be made by the project structural engineer based upon the local practices and ordinances, expected building response and desired level of conservatism. 4.5 LIQUEFACTION Liquefaction describes a phenomenon in which cyclic stresses, produced by earthquake-induced ground motion, create excess pore pressures in relatively cohesionless and some low-plastic silt and clay soils. These soils may thereby acquire a high degree of mobility, which can lead to lateral movement, sliding, settlement of loose sediments, sand boils and other damaging deformations. This phenomenon occurs only below the water table, but, after liquefaction occurs, the liquefied soil/water matrix can propagate upward into overlying non-saturated soil as excess pore water dissipates. The factors known to influence liquefaction potential include soil type and grain size, relative density, plasticity, groundwater level, confining pressures, and both intensity and duration of ground shaking. In general, materials that are susceptible to liquefaction are loose, saturated GEOTEK,G, INTRACORP SW, LLC Project No. 2901-CR Geotechnical and Infiltration Evaluation October 20, 2021 Tustin, Orange County, California Page 8 granular soils having low fines content under low confining pressures and some low plastic silts and clays. Based on a review of the Orange County Parcel Report, the site is not located within an area mapped as being susceptible to liquefaction. Based on the current mapping by Orange County and the lack of shallow groundwater, it is GeoTek's opinion that the site is not susceptible to liquefaction during a seismic event. Due to the dense/very dense nature of the underlying alluvium, seismic induced ("dry sand") settlements are estimated to be minimal. 4.6 OTHER SEISMIC HAZARDS Due to the general flat terrain, the potential for seismic induced landslides or lateral spreading is considered nil. The potential for secondary seismic hazards such as a seiche and tsunami is considered negligible due to site elevation and distance from an open body of water. S. CONCLUSIONS AND RECOMMENDATIONS 5.1 GENERAL Development of the site appears feasible from a geotechnical engineering viewpoint. The following recommendations should be incorporated into the design and construction phases of development. 5.2 EARTHWORK CONSIDERATIONS 5.2.1 General Earthwork and grading should be performed in accordance with the applicable grading ordinances of the County of Orange, City of Tustin, the 2019 California Building Code (CBC), and recommendations contained in this report. The Grading Guidelines included in Appendix D outline general procedures and do not anticipate all site-specific situations. In the event of conflict, the recommendations presented in the text of this report should supersede those contained in Appendix D. GEOTEK,G, INTRACORP SW, LLC Project No. 2901-CR Geotechnical and Infiltration Evaluation October 20, 2021 Tustin, Orange County, California Page 9 5.2.2 Site Clearing Initial site preparation should commence with removal of debris, existing structures, pavements, underground utilities, foundations, slabs-on-grade, deleterious materials and vegetation within the limits of the planned improvements. Demolition of the existing buildings should include removal of all shallow foundations, floor slabs and any of below-grade construction. If the existing building is supported by deep foundations, it is recommended that those foundation units be cut-off at least 3 feet below all new building foundations and floor slabs and one foot beneath all future utility lines. Existing utilities, not planned for re-use, should be capped off at the property boundaries and removed. All materials generated by demolition and site clearing operations should be properly disposed of off-site. Concrete and asphalt generated from razing the existing site structures may be used for fill if properly prepared (broken down into suitable size), with any deleterious materials (i.e. rebar or reinforcement) removed. Placement of this material as part of engineered fill on the project site should also be with approval from the grading inspector and the geotechnical engineer of record. Voids resulting from removing any materials should be replaced with engineered fill materials with expansion characteristics similar to the onsite materials. 5.2.3 Site Preparation Demolition and removal of the existing on-site structure foundations, slabs and utility lines is anticipated to disturb the upper site soils. Due to the anticipated site demolition and the non- uniform nature of the near-surface upper younger alluvium, it is recommended that the soils be removed beneath the planned building footprint to a depth of at least five (5) feet below existing grade, or three (3) feet below the base of the proposed foundations, whichever is greater. The lateral extent of this recommended over-excavation should extend at least 5 feet beyond the building limits. Removal bottoms should be relatively uniform in soil type which is not visibly porous and having an in-place density of at least 85 percent of the soil's maximum dry density as determined by ASTM D 1557 test procedures. Following site clearing operations, over-excavation and lowering of site grades, where necessary, it is recommended that the exposed subgrade soils beneath all surface improvements be proof rolled with a heavy rubber-tired piece of construction equipment approved by and in the presence of the geotechnical engineering representative. The proof rolling equipment should possess a minimum weight of 15 tons and proof rolling should include at least 4 passes, two in each perpendicular direction. All soil that ruts or excessively deflects during proof rolling should be removed as recommended by the GeoTek representative. Following proof rolling and removal of any unsuitable bearing soil, the exposed subgrade should be scarified to a depth of about 12 inches, be moisture conditioned to slightly above the soil's optimum moisture content and then be compacted to at least 90 percent of the soil's maximum dry density as determined by ASTM D-1557 test procedures. GEOTEK'G__ INTRACORP SW, LLC Project No. 2901-CR Geotechnical and Infiltration Evaluation October 20, 2021 Tustin, Orange County, California Page 10 5.2.4 Engineered Fill The on-site soils are generally considered suitable for reuse as engineered fill provided they are free from vegetation, debris, oversized materials (-6 inches) and other deleterious material. All areas should be brought to final subgrade elevations with fill materials that are placed and compacted in general accordance with minimum project standards. Engineered fill should be placed in 6-to-8-inch loose lifts, moisture conditioned to about three percent above the optimum moisture content and compacted to a minimum relative compaction of 90 percent as determined by ASTM D-1557 test procedures. If wet soils are encountered during remedial grading, methods for drying soils such as stockpiling or mixing with dry soils may be required to bring the soils to the required moisture content for placement as engineered fill. Placement of engineered fill should be observed and tested on a full-time basis by a GeoTek representative during grading activities. 5.2.5 Oversized Rock Disposal Oversized cobbles, bounders and rock fragments may be encountered during rough grading and utility trench operations. On-site disposal of oversized materials is possible, provided the oversized materials are placed as recommended on Plate 4 within Appendix D. Alternatively, over-sized materials can be exported from the site. 5.2.6 Excavation Characteristics Excavations in the on-site soils should be readily accomplished with heavy-duty earthmoving or excavating equipment in good operating condition. All excavations should be formed in accordance with current Cal-OSHA requirements. 5.2.7 Trench Excavations and Backfill Temporary trench excavations within the on-site materials should be stable at a 1:1 inclination for short durations during construction and where cuts do not exceed 15 feet in height. Deeper temporary excavations should be reviewed by GeoTek prior to their planned excavation to determine if supplemental recommendations or analysis are warranted. It is anticipated that temporary cuts to a maximum height of 4 feet can be excavated vertically. Trench excavations should conform to Cal-OSHA regulations. The contractor should have a competent person, per OSHA requirements, on site during construction to observe conditions and to make the appropriate recommendations. Utility trench backfill should be compacted to at least 90 percent relative compaction (as determined by ASTM D-1557 test procedures). Under-slab trenches should also be compacted to project specifications. Where applicable, based on jurisdictional requirements, GEOTEK,G, INTRACORP SW, LLC Project No. 2901-CR Geotechnical and Infiltration Evaluation October 20, 2021 Tustin, Orange County, California Page I I the top 12 inches of backfill below subgrade for road pavements should be compacted to at least 95 percent relative compaction. On-site materials may not be suitable for use as bedding material but should be suitable as backfill provided particles larger than 6 inches are removed. Compaction should be achieved with a mechanical compaction device. Ponding or jetting of trench backfill is not recommended. If backfill soils have dried out, they should be properly moisture conditioned prior to placement in trenches. 5.2.8 Shrinkage and Bulking Several factors will impact earthwork balancing on the site, including shrinkage, subsidence, trench spoil from utilities and footing excavations, as well as the accuracy of topography. Site demolition and infrastructure removal operations may impact site earthwork quantities and needs to be accounted for. Shrinkage is primarily dependent upon the degree of compactive effort achieved during construction. For planning purposes, a shrinkage factor of 5 to 10 percent may be considered for the soils excavated or scarified and used as compacted fill. Site balance areas should be available in order to adjust project grades, depending on actual field conditions at the conclusion of site earthwork construction. A subsidence loss of up to about 0.2 foot is estimated for the site. 5.2.9 Grading Plan Review Upon completion of the site grading plans, it is recommended that those plans be provided to GeoTek for review. Based on that review, some modifications to the recommendations provided in this report may be necessary. 5.3 DESIGN RECOMMENDATIONS 5.3.1 Foundation Design Criteria Foundation design criteria for a conventional foundation system, in general conformance with the 2019 CBC, are presented herein. These are typical design criteria and are not intended to supersede the design by the structural engineer. GEOTEK,G, INTRACORP SW, LLC Project No. 2901-CR Geotechnical and Infiltration Evaluation October 20, 2021 Tustin, Orange County, California Page 12 Design Parameter "Very Low" Expansion Potential (0<_EI<_21) Foundation Depth or Minimum Perimeter Beam 12— I and 2 Story Depth (inches below lowest adjacent grade) 18—Three-Story 12— I Story Minimum Foundation Width (Inches)* 15—2 Story 18—3 Story Minimum Slab Thickness (actual) 4 inches (actual) 6"x 6"—W 1.4/W 1.4 welded wire fabric or Minimum Slab Reinforcing No. 3 reinforcing bars at 24 inches on center each way placed in middle of slab Minimum Footing Reinforcement Two No.4 Reinforcing Bars, one top and one bottom Effective Plasticity Index** N/A Presaturation of Subgrade Soil Minimum 100% of the optimum moisture content to a (Percent of Optimum/Depth in inches) depth of at least 12 inches prior to placing concrete *Code minimums per Table 1809.7 of the 2019 CBC should be complied with. **Effective Plasticity Index should be verified at the completion of the rough grading It should be noted that the criteria provided are based on soil support characteristics only. The structural engineer should design the slab and beam reinforcement based on actual loading conditions. It should be noted that the criteria provided are based on soil support characteristics only. The structural engineer should design the slab and beam reinforcement based on actual loading conditions. 5.3.1.1 An allowable bearing capacity of 2,500 pounds per square foot (psf) may be used for design of continuous and perimeter footings 12 inches deep and 12 inches wide, and pad footings 24 inches square and 12 inches deep. This allowable soil bearing capacity may be increased by 200 psf for each additional foot of footing depth and 200 psf for each additional foot of footing width to a maximum value of 3,500 psf. An increase of one-third may be applied when considering short-term live loads (e.g., seismic and wind loads). 5.3.1.2 Structural foundations should be designed in accordance with the 2019 CBC, and to withstand a total static settlement of I inch and maximum differential static settlement of one-half of the total settlement over a horizontal distance of 40 feet. 5.3.1.3 The passive earth pressure may be computed as an equivalent fluid having a density of 275 psf per foot of depth, to a maximum earth pressure of 2,750 psf for footings founded on engineered fill or competent native soil. A coefficient of friction between GEOTEK,G, INTRACORP SW, LLC Project No. 2901-CR Geotechnical and Infiltration Evaluation October 20, 2021 Tustin, Orange County, California Page 13 soil and concrete of 0.3 may be used with dead load forces. When combining passive pressure and frictional resistance, the passive pressure component should be reduced by one-third. The upper one foot of soil should be ignored in the passive pressure calculations unless the surface is covered with pavements. 5.3.1.4 A grade beam, a minimum of 12 inches wide and 18 inches deep, should be utilized across large entrances. The base of the grade beam should be at the same elevation as the bottom of the adjoining footings. 5.3.1.5 A moisture and vapor retarding system should be placed below slabs-on-grade where moisture migration through the slab is undesirable. Guidelines for these are provided in the 2019 California Green Building Standards Code (CALGreen) Section 4.505.2, the 2019 CBC Section 1907.1 and ACI 360R-10. The vapor retarder design and construction should also meet the requirements of ASTM E 1643. A portion of the vapor retarder design should be the implementation of a moisture vapor retardant membrane. It should be realized that the effectiveness of the vapor retarding membrane can be adversely impacted as a result of construction related punctures (e.g., stake penetrations, tears, punctures from walking on the vapor retarder placed atop the underlying aggregate layer, etc.). These occurrences should be limited as much as possible during construction. Thicker membranes are generally more resistant to accidental puncture than thinner ones. Products specifically designed for use as moisture/vapor retarders may also be more puncture resistant. Although the CBC specifies a 6-mil vapor retarder membrane, it is GeoTek's opinion that a minimum 10 mil thick membrane with joints properly overlapped and sealed should be considered, unless otherwise specified by the slab design professional. The membrane should consist of Stego wrap or the equivalent. Moisture and vapor retarding systems are intended to provide a certain level of resistance to vapor and moisture transmission through the concrete, but do not eliminate it. The acceptable level of moisture transmission through the slab is to a large extent based on the type of flooring used and environmental conditions. Ultimately, the vapor retarding system should be comprised of suitable elements to limited migration of water and reduce transmission of water vapor through the slab to acceptable levels. The selected elements should have suitable properties (i.e., thickness, composition, strength, and permeability) to achieve the desired performance level. GEOTEK,G, INTRACORP SW, LLC Project No. 2901-CR Geotechnical and Infiltration Evaluation October 20, 2021 Tustin, Orange County, California Page 14 Moisture retarders can reduce, but not eliminate, moisture vapor rise from the underlying soils up through the slab. Moisture retarder systems should be designed and constructed in accordance with applicable American Concrete Institute, Portland Cement Association, Post-Tensioning Concrete Institute, ASTM and California Building Code requirements and guidelines. GeoTek recommends that a qualified person, such as the flooring contractor, structural engineer, architect, and/or other experts specializing in moisture control within the building be consulted to evaluate the general and specific moisture and vapor transmission paths and associated potential impact on the proposed construction. That person (or persons) should provide recommendations relative to the slab moisture and vapor retarder systems and for migration of potential adverse impact of moisture vapor transmission on various components of the structures, as deemed appropriate. In addition, the recommendations in this report and GeoTek's services in general are not intended to address mold prevention; since GeoTek, along with geotechnical consultants in general, do not practice in the area of mold prevention. If specific recommendations addressing potential mold issues are desired, then a professional mold prevention consultant should be contacted. It is recommended that control joints be placed in two directions spaced approximately 24 to 36 times the thickness of the slab in inches. These joints are a widely accepted means to control cracks and should be reviewed by the project structural engineer. 5.3.2 Miscellaneous Foundation Recommendations 5.3.2.1 To reduce moisture penetration beneath the slab on grade areas, utility trench excavations should be backfilled with engineered fill, lean concrete or concrete slurry where they intercept the perimeter footing or thickened slab edge. 5.3.2.2 Soils from the footing excavations should not be placed in the slab-on-grade areas unless properly compacted and tested. The excavations should be free of loose/sloughed materials and be neatly trimmed at the time of concrete placement. 5.3.3 Foundation Setbacks Minimum setbacks for all foundations should comply with the 2019 CBC or County of Orange requirements, whichever is more stringent. Improvements not conforming to these setbacks GEOTEK,G, INTRACORP SW, LLC Project No. 2901-CR Geotechnical and Infiltration Evaluation October 20, 2021 Tustin, Orange County, California Page 15 are subject to the increased likelihood of excessive lateral movements and/or differential settlements. If large enough, these movements can compromise the integrity of the improvements. The top outside edge of all footings should be set back a minimum of H/3 (where H is the slope height) from the face of any descending slope. The setback should be at least five feet and need not exceed 40 feet. 5.3.4 Soil Corrosivity The soil resistivity at this site was tested in the laboratory on samples collected during the field investigation. The results of the testing indicate that the on-site soils are considered "corrosive" (3,283 ohm-cm) (Roberge, 2000) to buried ferrous metal in accordance with current standards used by corrosion engineers. It is recommended that a corrosion engineer be consulted to provide recommendations for the protection of buried ferrous metal at this site. 5.3.5 Soil Sulfate Content The sulfate content was determined in the laboratory on samples collected during the field investigation. The results indicate that the soil water-soluble sulfate content is less than 0.1 percent by weight, which is considered "negligible" as per Table 4.2.1 of ACI 318. Based on the test results and Table 4.3.1 of ACI 318, no special recommendations for concrete are required for this project due to soil sulfate exposure. 5.4 RETAINING AND GARDEN WALL DESIGN AND CONSTRUCTION 5.4.1.1 General Design Criteria Recommendations presented in this report apply to typical masonry or concrete vertical retaining walls to a maximum height of up to six (6) feet. Additional review and recommendations should be requested for higher walls. These are typical design criteria and are not intended to supersede the design by the structural engineer. Retaining wall foundations should be embedded a minimum of 18 inches into engineered fill and/or competent native soil. Retaining wall foundations should be designed in accordance with Section 5.3 of this report. Structural needs may govern and should be evaluated by the project structural engineer. All earth retention structure plans, as applicable, should be reviewed by this office prior to finalization. GEOTEK,G, INTRACORP SW, LLC Project No. 2901-CR Geotechnical and Infiltration Evaluation October 20, 2021 Tustin, Orange County, California Page 16 Earthwork considerations, site clearing and remedial earthwork for all earth retention structures should meet the requirements of this report, unless specifically provided otherwise, or more stringent requirements or recommendations are made by the designer. The backfill material placement for all earth retention structures should meet the requirement of Section 5.2.4 in this report. In general, cantilever earth retention structures, which are designed to yield at least 0.001 H, where H is equal to the height of the earth retention structure, may be designed using the "active" condition. Rigid earth retention structures (including but not limited to rigid walls, and walls braced at top, such as typical basement walls) should be designed using the "at-rest" condition. In addition to the design lateral forces due to retained earth, surcharges due to improvements, such as an adjacent building or traffic loading, should be considered in the design of the earth retention structures. Loads applied within a 1:1 (horizontal:vertical) projection from the surcharge on the stem of the earth retention structure should be considered in the design. Final selection of the appropriate design parameters should be made by the designer of the earth retention structures. 5.4.1.2 Cantilevered Walls The recommendations presented below are for cantilevered retaining walls up to six (6) feet high. Active earth pressure may be used for retaining wall design, provided the top of the wall is not restrained from minor deflections. An equivalent fluid pressure approach may be used to compute the horizontal pressure against the wall. Appropriate fluid unit weights are given below for specific slope gradients of the retained material. These do not include other superimposed loading conditions such as traffic, structures, or seismic events. ACTIVE EARTH PRESSURES Surface Slope of Retained Equivalent Fluid Pressure Materials (pcf) (horizontal : vertical) Select Backfill* and Native Soils Level 40 2:1 65 *The design pressures assume the backfill material has an expansion index less than or equal to 20. Backfill zone includes area between back of the wall to a plane (I:I horizontal :vertical) up from bottom of the wall foundation (on the backside of the wall) to the ground surface. GEOTEK,G, INTRACORP SW, LLC Project No. 2901-CR Geotechnical and Infiltration Evaluation October 20, 2021 Tustin, Orange County, California Page 17 For walls with a retained height greater than 6 feet, an incremental seismic pressure should be included into the wall design. Where needed, it is recommended that an equivalent fluid pressure of 18 pcf be included into the wall design to account for seismic loading conditions. This pressure may be applied as an inverted triangular distribution. 5.4.1.3 Retaining Wall Backfill and Drainage The wall backfill should also include a minimum one (1) foot wide section of 3/4- to I-inch clean crushed rock (or an approved equivalent). The rock should be placed immediately adjacent to the back of the wall and extend up from a back drain to within approximately 24 inches of the finish grade. The upper 24 inches should consist of compacted on-site materials. The rock should be separated from the earth with filter fabric. The presence of other materials might necessitate revision to the parameters provided and modification of the wall designs. The backfill materials should be placed in lifts no greater than eight (8) inches in thickness and compacted to a minimum of 90% relative compaction as determined by ASTM D 1557 test procedures. Proper surface drainage needs to be provided and maintained. As an alternative to the drain, rock and fabric, a pre-manufactured wall drainage product (example: Mira Drain 6000 or approved equivalent) may be used behind the retaining wall. The wall drainage product should extend from the base of the wall to within two (2) feet of the ground surface. The subdrain should be placed in direct contact with the wall drainage product. Retaining walls should be provided with an adequate pipe and gravel back drain system to help prevent buildup of hydrostatic pressures. Backdrains should consist of a four (4)-inch diameter perforated collector pipe (Schedule 40, SDR 35, or approved equivalent) embedded in a minimum of one (1) cubic foot per linear foot of 3/4- to I-inch clean crushed rock or an approved equivalent, wrapped in filter fabric (Mirafi 140N or an approved equivalent). The drain system should be connected to a suitable outlet. Waterproofing of site walls should be performed where moisture migration through the walls is undesirable. 5.4.1.4 Restrained Retaining Walls Retaining walls that will be restrained at the top that support level backfill or that have reentrant or male corners, should be designed for an equivalent at-rest fluid pressure of 65 pcf, plus any applicable surcharge loading. For areas of male or reentrant corners, the restrained wall design should extend a minimum distance of twice the height of the wall laterally from the corner, or a distance otherwise determined by the project structural engineer. GEOTEK,G, INTRACORP SW, LLC Project No. 2901-CR Geotechnical and Infiltration Evaluation October 20, 2021 Tustin, Orange County, California Page 18 5.4.1.5 Other Design Considerations ■ Wall design should consider the additional surcharge loads from superjacent slopes and/or footings, where appropriate. ■ No backfill should be placed against concrete until minimum design strengths are evident by compression tests of cylinders. ■ The retaining wall footing excavations, backcuts, and backfill materials should be approved by the project geotechnical engineer or their authorized representative. ■ Positive separations should be provided in garden walls at horizontal distances not exceeding 20 feet. 5.5 PRELIMINARY PAVEMENT DESIGN RECOMMENDATIONS Although planned final grades beneath the proposed parking, access roads and adjacent street improvements within the site are not yet known, the following preliminary pavement design recommendations are based on assumed Traffic Indexes of 5.0 for car parking areas and 6.0 for access drives. Preliminary pavement thickness design is based on the CalTrans Highway Design Manual (2018). An R-value of 40 was assumed for the determination of preliminary pavement sections for this report. Once the traffic loading information becomes more defined, revision to the pavement design recommendations may be warranted. It is recommended that the final pavement design be based on R-value testing of the as-graded subgrade soils within the pavement areas. Based on the assumptions noted above, the following preliminary pavement recommendations are provided for the site: PRELIMINARY MINIMUM PAVEMENT SECTION Traffic Index Thickness of Asphalt Thickness of Aggregate Base Concrete (inches) (inches) 5.0 3 6 Car Parkin Areas 6.0 4 6 (Automobile Access Lanes) Traffic Indices (Tls) used in the pavement design should provide a pavement life of approximately 20 years with a normal amount of flexible pavement maintenance. Irrigation adjacent to pavements, without a deep curb or other cutoff to separate landscaping from the GEOTEK,G, INTRACORP SW, LLC Project No. 2901-CR Geotechnical and Infiltration Evaluation October 20, 2021 Tustin, Orange County, California Page 19 paving may result in premature pavement failure. Traffic parameters used for design were selected based upon engineering judgment and not upon information furnished to us such as an equivalent wheel load analysis or a traffic study. All base material and the upper 12 inches of subgrade should be compacted to at least 95 percent of the material's maximum dry density as determined by ASTM D 1557 test procedures. All materials and methods of construction should conform to the requirements of the City of Tustin. 5.6 CONCRETE CONSTRUCTION 5.6.1 General Concrete construction should follow the 2019 CBC and ACI guidelines regarding design, mix placement and curing of the concrete. If desired, GeoTek could provide quality control testing of the concrete during construction. 5.6.2 Concrete Mix Design As discussed in Section 5.3.5, no special recommendations for concrete are required for this project due to soil sulfate exposure. Additional testing should be performed during grading so that specific recommendations can be formulated based on the as-graded conditions. 5.6.3 Concrete Flatwork Exterior concrete flatwork is often one of the most visible aspects of site development. They are typically given the least level of quality control, being considered "non-structural" components. Cracking of these features is common due to various factors. While cracking usually does not affect the structural performance of the concrete, it is unsightly. It is recommended that the same standards of care be applied to these features as to the structure itself. Flatwork should consist of a minimum four-inch (actual) thick concrete and the use of temperature and shrinkage control reinforcement is suggested. The project structural engineer should provide final design recommendations. 5.6.4 Concrete Performance Concrete cracks should be expected. These cracks can vary from sizes that are hairline to more than 1/8 inch in width. Most cracks in concrete while unsightly do not significantly impact long-term performance. While it is possible to take measures (proper concrete mix, placement, curing, control joints, etc.) to reduce the extent and size of cracks that occur, some GEOTEK,G, INTRACORP SW, LLC Project No. 2901-CR Geotechnical and Infiltration Evaluation October 20, 2021 Tustin, Orange County, California Page 20 cracking will occur despite the best efforts to minimize it. Concrete undergoes chemical processes that are dependent on a wide range of variables, which are difficult, at best, to control. Concrete, while seemingly a stable material, is subject to internal expansion and contraction due to external changes over time. One of the simplest means to control cracking is to provide weakened control joints for cracking to occur along. These do not prevent cracks from developing; they simply provide a relief point for the stresses that develop. These joints are a widely accepted means to control cracks but are not always effective. Control joints are more effective the more closely spaced they are. GeoTek suggests that control joints be placed in two orthogonal directions and located a distance apart approximately equal to 24 to 36 times the slab thickness. 5.7 PLAN REVIEW AND CONSTRUCTION OBSERVATIONS It is recommended that site grading, specifications, and foundation plans be reviewed by this office prior to construction to check for conformance with the recommendations of this report. It is also recommended that GeoTek representatives be present during site grading and foundation construction to observe and document for proper implementation of the geotechnical recommendations. The owner/developer should have GeoTek perform at least the following duties: ■ Observe site clearing and grubbing operations for proper removal of all unsuitable materials. ■ Observe and test bottom of removals prior to fill placement. ■ Evaluate the suitability of on-site and import materials for fill placement and collect soil samples for laboratory testing where necessary. ■ Observe the fill for uniformity during placement, including utility trench excavation backfill. Also, test the fill for density, relative compaction and moisture content. ■ Observe and probe foundation excavations to confirm suitability of bearing materials with respect to density. If requested, a construction observation and compaction report can be provided by GeoTek which can comply with the requirements of the governmental agencies having jurisdiction over the project. It is recommended that these agencies be notified prior to commencement of construction so that necessary grading permits can be obtained. GEOTEK,G, INTRACORP SW, LLC Project No. 2901-CR Geotechnical and Infiltration Evaluation October 20, 2021 Tustin, Orange County, California Page 21 6. INTENT It is the intent of this report to aid in the design and construction of the proposed development. Implementation of the advice presented in this report is intended to reduce risk associated with construction projects. The professional opinions and geotechnical advice contained in this report are not intended to imply total performance of the project or guarantee that unusual or variable conditions will not be discovered during or after construction. The scope of this evaluation is limited to the area explored that is shown on the Exploration Location Map (Figure 2). This evaluation does not and should in no way be construed to encompass any areas beyond the specific area of the proposed construction as indicated to GeoTek by the client. Further, no evaluation of any existing site improvements is included. The scope is based on GeoTek's understanding of the project and the client's needs, GeoTek's proposal (Proposal No. P-090252 I-CR) dated September 13, 2021 and geotechnical engineering standards normally used on similar projects in this region. 7. LIMITATIONS GeoTek's findings are based on site conditions observed and the stated sources. Thus, GeoTek's comments are professional opinions that are limited to the extent of the available data. GeoTek has prepared this report in a manner consistent with that level of care and skill ordinarily exercised by members of the engineering at this time and location and science professions currently practicing under similar conditions in the jurisdiction in which the services are provided, subject to the time limits and physical constraints applicable to this report. Since GeoTek's recommendations are based on the site conditions observed and encountered at the stated times and laboratory testing. Thus, GeoTek's conclusions and recommendations are professional opinions that are limited to the extent of the available data. Observations during construction are important to allow for any change in recommendations found to be warranted. These opinions have been derived in accordance with current standards of practice and no warranty of any kind is expressed or implied. Standards of care/practice are subject to change with time. GEOTEK INTRACORP SW, LLC Project No. 2901-CR Geotechnical and Infiltration Evaluation October 20, 2021 Tustin, Orange County, California Page 22 8. SELECTED REFERENCES American Concrete Institute (ACI), 2006, Publication 302.2R-06, Guide for Concrete Slabs That Receive Moisture Sensitive Flooring Materials. , 2010, Publications 360R-10, Guide to Design of Slabs-On-Ground. Bowles,J. E., 1977, "Foundation Analysis and Design", Second Edition. Bryant, W.A., and Hart, E.W., 2007, Fault Rupture Hazard Zones in California, Alquist-Priolo Earthquake Fault Zoning Act with Index to Earthquake Fault Zones Maps, California Geological Survey: Special Publication 42. California Code of Regulations, Title 24 Part 2, 2019 "California Building Code," 2 volumes. California Department of Transportation, 2018, "Highway Design Manual", 6`h Edition. Department of the Navy, 1982, "Foundations and Earth Structures", Design Manual 7.2. GeoTek, Inc., In-house proprietary information. Peck R. B., Hanson W. H. & Thornburn T. H., 1974, "Foundation Engineering", Second edition. Roberge, P. R., 2000, "Handbook of Corrosion Engineering". SEA/OSHPD web service, "Seismic Design Maps" (https://seismicmaps.org) Terzaghi, K. and Peck, R. B., 1967, "Soil Mechanics in Engineering Practice", Second Edition. GEOTEK,G, Irk Yrs ; �� ,� � �. • x 4 pp mY '�P, Y •�fl9Ml�ll1�," Mks d fT n ; n y � ll�r y yypp 4 m r i "•" ,• •�Ss .SI � ,� � � , ^eye 1. .�$ �. � �1 r , JI law Woo -4 weT . ._ .•f.*,, APPROXIMATE . . + : SITE AREANMI '� �► J �,` p y . • •r ( w,r vit , kA P x j P r m w» x - MnY r! » P _ s Modified from Google • Aerial Imagery111 Intracorp Companies 17802 Irvine • Blvd.• California Site Location Map GeoTek ProjectNo.2901 o0 LU LU 1 0-0 0 L � i L �o J as aw W �1 W Q C r F tri ❑ W low * " L sic_ . I ' ` N 0 C i .� a ro LLI W J 1. AN, 4s! 1L u mv �a• . Vn cmo - u u o - _ MEIN 0 N _ ^ 0 APPENDIX A LOG OF EXPLORATORY BORINGS Proposed 40 Unit Residential Development 17802 Irvine Boulevard Tustin, Orange County, California Project No. 2901-CR GEOTEK.,G, INTRACORP SW, LLC Project No. 2901-CR Geotechnical and Infiltration Evaluation October 20, 2021 Tustin, Orange County, California Page A-I A - FIELD TESTING AND SAMPLING PROCEDURES The Modified Split-Barrel Sampler (Ring The Ring sampler is driven into the ground at various depths in accordance with ASTM D 3550 test procedures. The sampler, with an external diameter of 3.0 inches, is lined with I-inch long, thin brass rings with inside diameters of approximately 2.4 inches. The sampler is typically driven into the ground 12 or 18 inches with a 140-pound hammer free falling from a height of 30 inches. Blow counts are recorded for every 6 inches of penetration as indicated on the log of boring. The samples are removed from the sample barrel in the brass rings, sealed, and transported to the laboratory for testing. Bulk Samples (Large) These samples are normally large bags of earth materials over 20 pounds in weight collected from the field by means of hand digging or exploratory cuttings. Bulk Samples (Small) These are plastic bag samples which are normally airtight and contain less than 5 pounds in weight of earth materials collected from the field by means of hand digging or exploratory cuttings. These samples are primarily used for determining natural moisture content and classification indices. B - BORING LOG LEGEND The following abbreviations and symbols often appear in the classification and description of soil and rock on the log of borings: SOILS USCS Unified Soil Classification System f-c Fine to coarse f-m Fine to medium GEOLOGIC B:Attitudes Bedding: strike/dip J:Attitudes Joint: strike/dip C: Contact line ........... Dashed line denotes USCS material change Solid Line denotes unit/formational change Thick solid line denotes end of boring (Additional denotations and symbols are provided on the boring log) GEOTEK GeoTek,Inc. LOG OF EXPLORATORY BORING CLIENT: 1--rp Companies DRILLER: 2R Drilling LOGGED BY: CD PROJECT NAME: 17802 1-i-Blvd. DRILL METHOD: Hallow Stem OPERATOR: Miguel/Bishop PROJECT NO.: 2901-CR HAMMER: 140#/3D" RIG TYPE: CME 75 LOCATION: Tustin,CA DATE: ID/5/2021 SAMPLES Laboratory Testing Boring No.:B-I m z U - 7 A O MATERIAL DESCRIPTION AND COMMENTS 3 v o 6 D 3.5"asphalt concrete/3"aggregate base Younger alluvium: EI,SR SM silty f-m SAND,light brown,slightly moist 5 7 silty f-m SAND,light brown,slightly moist,medium dense 8 3.2 109.7 HC ID 10 silty f-m SAND,yellow brown,slightly moist,medium dense 10 2.9 111.4 13 10 II silty f-m SAND,yellow brown,slightly moist,medium dense,trace f-c gravel 13 14 S -------------- ------- ------- --------------------------------------------------------------------------------------------------------------------------------------------- 40 GM f-c GRAVEI with f-m sand,brown/grey,dry,dense 50/5 20 -- ------------- ------------------- - - 20 GP f-c GRAVEL,grey,dry,very dense ------------------------------------ 37 3.7 47 BORING TERMINATED AT 21.5 FEET No groundwater encountered Boring backfilled with soil cuttings 25 30 P ❑ ---Ring ,---SPT Z---Small Bulk [m Large Bulk ❑ ---No Recovery ---Water Table z Sample e: _ w wAL=Aaerberg Limits EI=Expansion Index SA=Sieve Analysis RV= R-Value Test Lab testing: SR=Sulfate/Resisitiviry Test SH=Shear Test HC= Consolidation MD=Maxhnum Demmy GeoTek,Inc. LOG OF EXPLORATORY BORING CLIENT: Int—rp Companies DRILLER: 2R Drilling LOGGED BY: CD PROJECT NAME: 17802 1-i-Blvd. DRILL METHOD: Hallow Stem OPERATOR: Miguel/Bishop PROJECT NO.: 2901-CR HAMMER: 140#/3D" RIG TYPE: CME 75 LOCATION: Tustin,CA DATE: ID/5/2021 SAMPLES Laboratory Testing Boring No.:B-2 ?;, m z U - 7 A O MATERIAL DESCRIPTION AND COMMENTS 3 v o 6 0 5"asphalt concrete/4"aggregate base Younger alluvium: SM silty f-m SAND,brown,slightly moist 5 3 silty f-m SAND,brown,slightly moist,loose,trace clay 3 6.4 113.6 HC 4 2 4 9.3 120.5 6 10 6 silty f-m SAND,brown,slightly moist,medium dense,some f-c gravel 11 12 Is ---------------------------------------------------------------------------------------------------------------------------- ------ -------- ---------------------------- 50/6 GP coarse GRAVEL,grey,dry,dense 20 ----------------------------- ----------------------------------------------------------------------------------------------------- ------------------------------------- 35 SP f-m SAND,light brown,slightly moist,dense,with f-c gravel SO/6 BORING TERMINATED AT 21.0 FEET No groundwater encountered Boring backfilled with soil cuttings 25 30 p type ❑ ---Ring ,---SPT Z---Small Bulk ®---Large Bulk ❑ ---No Recovery ---Water Table z Sample e: _ w wAL=Atcerberg Limits EI=Expansion Index SA=Sieve Analysis RV= R-Value Test Lab testing: SR=Sulfate/Resisitiviry Test SH=Shear Test HC= Consolidation MD=Maxhnum Densiry GeoTek,Inc. LOG OF EXPLORATORY BORING CLIENT: Int—rp Companies DRILLER: 2R Drilling LOGGED BY: CD PROJECT NAME: 17802 Irvine Blvd. DRILL METHOD: Hallow stem OPERATOR: Miguel/Bishop PROJECT NO.: 2901-CR HAMMER: 140#/3D" RIG TYPE: CME 75 LOCATION: Tustin,CA DATE: ID/5/2021 SAMPLES Laboratory Testing - Boring No.:B-3 m z Us e p � — 7 A O MATERIAL DESCRIPTION AND COMMENTS 3 v o 6 D 2"asphalt concrete/4"aggregate base Younger alluvium: MD,SH SM silty f-m SAND,brown,slightly moist trace f-c gravel 5 3 silty f-m SAND,brown,slightly moist loose 3 7.7 109.9 4 3 silty f-m SAND,brown,slightly moist,loose,trace f-c gravel 3 9.1 110.7 4 10 10 same as above,medium dense 15 26 S 50/6 silty f-m SAND,brown,slightly moist,dense,trace f-c gravel 1.8 20 45 f-c SAND,brown,slightly moist,dense,with f-c gravel SD/6 BORING TERMINATED AT 21.0 FEET No groundwater encountered Boring backfilled with soil cuttings 25 30 0P xp ❑ ---Ring ,---SPT Z---Small Bulk ®---Large Bulk ❑ ---No Recovery ---Water Table z Sam let e: _ w wAL=Atcerberg Limits EI=Expansion Index SA=Sieve Analysis RV= R-Value Test Lab testing: SR=Sulfate/Resisitiviry Test SH=Shear Test HC= Consolidation MD=Maxhnum Densiry GeoTek,Inc. LOG OF EXPLORATORY BORING CLIENT: 1--rp Companies DRILLER: 2R Drilling LOGGED BY: CD PROJECT NAME: 17802 Irvine Blvd. DRILL METHOD: Hallow stem OPERATOR: Miguel/Bishap PROJECT NO.: 2901-CR HAMMER: 140#/3D" RIG TYPE: CME 75 LOCATION: Tustin,CA DATE: 10/5/2021 SAMPLES Laboratory Testing - Boring No.:B-4 m z Us e p � — 7 A O MATERIAL DESCRIPTION AND COMMENTS 3 v o 6 D 4"asphalt concrete/7"aggregate base Younger alluvium: SM silty f SAND,light brown,dry same as above S 13 SP f-m SAND,light brown,dry,dense,trace silt and f-c gravel 29 18 10 SM silty f-m SAND,brown,slightly moist,medium dense,trace f-c gravel 10 3.4 109.6 13 10 II 17 4.2 22 S -------------- ------- ------- --------------------------- --Y------------------------------------------------------------- ------ -------- ---------------------------- 40 GP f-c GRAVEL,brown,slightly moist,dense 5D/5 3.0 20 45 course GRAVEL,grey,dry,dense 0.5 SD/5 BORING TERMINATED AT 21.0 FEET No groundwater encountered Boring backfilled with soil cuttings 25 30 P xp ❑ ---Ring ,---SPT Z---Small Bulk [m Large Bulk ❑ ---No Recovery ---Water Table z Sam let e: _ w wAL=Atcerberg Limits EI=Expansion Index SA=Sieve Analysis RV= R-Value Test Lab testing: SR=Sulfate/Resisitiviry Test SH=Shear Test HC= Consolidation MD=Maxhnum Densiry GeoTek,Inc. LOG OF EXPLORATORY BORING CLIENT: Int—rp Companies DRILLER: 2R Drilling LOGGED BY: CD PROJECT NAME: 17802 Irvine Blvd. DRILL METHOD: Hallow Stem OPERATOR: Miguel/Bishop PROJECT NO.: 2901-CR HAMMER: 140#/30" RIG TYPE: CME 75 LOCATION: T-Lin,CA DATE: 10/5/2021 SAMPLES Laboratory Testing - Boring No.:B-5 m z U - 7 A O MATERIAL DESCRIPTION AND COMMENTS 3 v o 6 0 2"asphalt concrete/4"aggregate base Younger alluvium: EI,SR SM silty f-m SAND,brown,moist 5 3 slightly f-m SAND,brawn,moist,loose 4 10.3 119.4 4 2 4 12.0 118.2 HC 4 10 4 silty f-m SAND,brown,moist,trace c gravel,loose 6 8.2 121.8 HC 7 S ------------------------------------------------------------------------------------------------------------------------------- ------ -------- ---------------------------- 50/6 GM c GRAVEL with silty f-m sand,brawn,slightly moist,dense 20 50/6 GP cobble,grey,dry,dense 25 refusal at 27 feet BORING TERMINATED AT 27.0 FEET No groundwater encountered 30 Boring backfilled with soil cuttings P type: ❑ ---Ring U---SPT Z---Small Bulk ®---Large Bulk ❑ ---No Recovery ZZ ---Water Table z Sample e: _ w w AL=Atcerberg Limits EI=Expansion Index SA=Sieve Analysis RV= R-Value Test --1 Lab testing: SR=Sulfate/Resisitiviry Test SH=Shear Test HC= Consolidation MD=Maxhnum Density GeoTek,Inc. LOG OF EXPLORATORY BORING CLIENT: In—carp Companies DRILLER: 2R Drilling LOGGED BY: CD PROJECT NAME: I7802 Irvine Blvd. DRILL METHOD: Hallow Stem OPERATOR: Miguel/Bishap PROJECT NO.: 2901-CR HAMMER: 140#/30" RIG TYPE: CME 75 LOCATION: Tustin,CA DATE: 10/5/2021 SAMPLES Laboratory Testing Boring No.:1-1 m z U - 7 A O MATERIAL DESCRIPTION AND COMMENTS 3 v o 6 0 4"asphalt concrete/4"aggregate base Younger alluvium: SM silty f-m SAND,light brown,dry silty f-m SAND,light brown,dry 5 BORING TERMINATED AT 5.0 FEET No groundwater encountered Boring backfilled with soil cuttings 10 IS 20 25 30 P type: ❑ ---Ring ,---SPT Z---Small Bulk ®---Large Bulk ❑ ---No Recovery ---Water Table z Sample e: _ w w AL=Atcerberg Limits EI=Expansion Index SA=Sieve Analysis RV= R-Value Test --1 Lab testing: SR=Sulfate/Resisitiviry Test SH=Shear Test HC= Consolidation MD=Maxhnum Demmy GeoTek,Inc. LOG OF EXPLORATORY BORING CLIENT: In—carp Companies DRILLER: 2R Drilling LOGGED BY: CD PROJECT NAME: I7802 Irvine Blvd. DRILL METHOD: Hallow Stem OPERATOR: Miguel/Bishap PROJECT NO.: 2901-CR HAMMER: 140#/30" RIG TYPE: CME 75 LOCATION: Tustin,CA DATE: 10/5/2021 SAMPLES Laboratory Testing Boring No.:1-2 ?;, m z U - 7 A O MATERIAL DESCRIPTION AND COMMENTS 3 v o 6 0 3"asphalt concrete/4"aggregate base Younger alluvium: SM silty f-m SAND,brown,slightly moist 5 BORING TERMINATED AT 5.0 FEET No groundwater encountered Boring backfilled with soil cuttings 10 IS 20 25 30 P type: ❑ ---Ring ,---SPT Z---Small Bulk ®---Large Bulk ❑ ---No Recovery ---Water Table z Sample e: _ w w AL=Atcerberg Limits EI=Expansion Index SA=Sieve Analysis RV= R-Value Test --1 Lab testing: SR=Sulfate/Resisitiviry Test SH=Shear Test HC= Consolidation MD=Maxhnum Demmy APPENDIX B RESULTS OF LABORATORY TESTING Proposed 40 Unit Residential Development 17802 Irvine Boulevard Tustin, Orange County, California Project No. 2901-CR GEOTEK.,G, INTRACORP SW, LLC Project No. 2901-CR Geotechnical and Infiltration Evaluation October 20, 2021 Tustin, Orange County, California Page B-I SUMMARY OF LABORATORY TESTING Classification Soils were classified visually in general accordance with the Unified Soil Classification System (ASTM Test Method D 2487). The soil classifications are shown on the logs of borings in Appendix A. Hydro-Collapse Selected soil samples were tested in order to evaluate their potential for hydro-collapse. Testing was performed in general accordance with ASTM Test Method D 4546. The results of the testing are provided herein. Direct Shear Shear testing was performed on a remolded sample in a direct shear machine of the strain-control type in general accordance with ASTM Test Method D 3080. The rate of deformation is approximately 0.035 inch per minute. The samples were sheared under varying confining loads in order to determine the coulomb shear strength parameters, angle of internal friction and cohesion. The samples were remolded to approximately 90 percent of the maximum dry density as determined by ASTM D 1557 test procedures. The results of the testing are presented in Appendix B. Expansion Index Expansion Index testing was performed on two (2) bulk soil samples obtained from the site. Testing was performed in general accordance with ASTM Test Method D 4829. The results of the testing are provided below. Boring No. Depth (ft.) Description ExpansionIndex Classification B-I 0-5 Silty Sand 15 Very Low B-5 0-5 Silty Sand 6 Very Low In-Situ Moisture and Density The natural water content of sampled soils was determined in general accordance with ASTM D 2216 test procedures on samples of the materials recovered from the subsurface exploration. In addition, in- place dry density of the sampled soils was determined in general accordance with ASTM D 2937 test procedures on relatively undisturbed samples to measure the unit weight of the subsurface soils. Results of these tests are shown on the boring logs at the appropriate sample depths in Appendix A. Moisture-Density Relationship Laboratory testing was performed on one bulk sample collected during the subsurface exploration. The laboratory maximum dry density and optimum moisture content for the soil type was determined in general accordance with test method ASTM Test Procedure D 1557. The results of the testing are provided in Appendix B. Sulfate Content, Resistivity and Chloride Content Testing to determine the water-soluble sulfate content was performed by others in general accordance with ASTM D4327 test procedures. Resistivity testing was completed by others in general accordance with ASTM G 187 test procedures. Testing to determine the chloride content was performed by others croTeK INTRACORP SW, LLC Project No. 2901-CR Geotechnical and Infiltration Evaluation October 20, 2021 Tustin, Orange County, California Page B-2 in general accordance with ASTM D4327 test procedures. The results of the testing are provided below and in Appendix B. Chloride Sulfate Resistivity Boring No. Depth (ft.) pH ASTM D4972 ASTM D4327 ASTM D4327 ASTM G187 (mg/kg) (% by weight) (ohm-cm) B-1 0-5 8.9 10.1 0.0058 3,819 B-5 1 0-5 1 8.6 1 56.9 1 0.0173 1 3,283 GEOTeK STRESS IN KIPS PER SQUARE FOOT 0.1 1.0 10.0 100.0 0.00 1.00 Cn Cn W z Y 0 I 2.00 W J 0_ Q Cn U- O 3.00 z W 0 Cr W D_ o 4.00 Q 0 J 0 Cn z o 5.00 6.00 --♦--- Seating Cycle • Loading Prior to Inundation A Loading After Inundation --f--- Rebound Cycle PERFORMED IN GENERAL ACCORDANCE WITH ASTM D 4546 COLLAPSE REPORT G E [7 T` E K Sample: B-1 @ 6 feet Plate B-1 CHECKED BY: DA Lab: Corona PROJECT NO.:2901-CR Date: 10/18/21 STRESS IN KIPS PER SQUARE FOOT 0.1 1.0 10.0 100.0 0.00 0 Cn Cn z 1.00 Y O_ H W J 0_ Q Cn LL O 2.00 H Z W O of W D_ Z O H Q D 0 3.00 Cn z O O 4.00 --♦--- Seating Cycle • Loading Prior to Inundation A Loading After Inundation --f--- Rebound Cycle PERFORMED IN GENERAL ACCORDANCE WITH ASTM D 4546 COLLAPSE REPORT G E [7 T` E K Sample: B-2 @ 5 feet Plate B-2 CHECKED BY: DA Lab: Corona PROJECT NO.:2901-CR Date: 10/18/21 STRESS IN KIPS PER SQUARE FOOT 0.1 1.0 10.0 100.0 0.00 0 Cn Cn z 1.00 Y U_ H W J 0_ Q Cn LL O 2.00 H Z W U of W D_ Z O H Q D 0 3.00 U) z O U 4.00 --♦--- Seating Cycle • Loading Prior to Inundation A Loading After Inundation --f--- Rebound Cycle PERFORMED IN GENERAL ACCORDANCE WITH ASTM D 4546 COLLAPSE REPORT G E [7 T` E K Sample: B-5 @ 7.5 feet Plate B-3 CHECKED BY: DA Lab: Corona PROJECT NO.:2901-CR Date: 10/18/21 STRESS IN KIPS PER SQUARE FOOT 0.1 1.0 10.0 100.0 0.00 0 Cn Cn LU z Y O I 1.00 W J 0_ Q Cn U- O H Z W O Cr W D_ O 2.00 H Q D J O Cn Z O O 3.00 --♦--- Seating Cycle • Loading Prior to Inundation A Loading After Inundation --f--- Rebound Cycle PERFORMED IN GENERAL ACCORDANCE WITH ASTM D 4546 COLLAPSE REPORT G E [7 T` E K Sample: B-5 @ 10 feet Plate B-4 CHECKED BY: DA Lab: Corona PROJECT NO.:2901-CR Date: 10/18/21 DIRECT SHEAR TEST G E 0T E K Project Name: 17802 Irvine Boulevard,Tustin Sample Location: B-3 @ 0-5 feet Project Number: 2901-CR Date Tested: 10/19/2021 PEAK VALUE 4000.0 -------------r-------------T-------------i-------------r-------------r-------------T-------------I--------------I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3500.0 _____________ _____________ _____________ _____________T_____________ _____________t_____________ _____________� 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3000.0 ------------- --------------------------------------------------------------------------------------------------- ff/ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ^�500.0 _____________L-------------1-------------J_____________1_____________L-------------1-------------J------------- J 1 1 1 1 1 1 1 Q 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 y 1 1 1 1 1 1 1 1 y 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 w 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 y 1 1 1 1 1 1 1 1 02000.0 -------------F-------------f-------------i---------------------------F------------ ------------i-------------� Q 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 W 1 1 1 1 1 1 1 1 = 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 '----------'1 1 1 ------------1 1 1 1 1500.0 �____""""'i""""""'i"""' ___�_ r------------ -- - - - - - -i""""""'I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1000.0 _____________t_ _________+_____________y_____________—_____________t_____________+_____________y_____________y 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 500.0 _____________L_____________1 -------------J_____________i_____________L-------------+-------------J------------- J 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0.0 0.0 500.0 1000.0 1500.0 2000.0 2500.0 3000.0 3500.0 4000.0 NORMAL STRESS(psf) Shear Strength: (1) = 23 ° C = 750 psf Notes: I -The soil specimen used in the shear box was a ring sample remolded to approximately 90%relative compaction from a bulk sample collected during the field investigation. 2-The above reflect direct shear strength at saturated conditions. 3 -The tests were run at a shear rate of 0.035 in/min. 0 `o U 0 Z M J N N L'? Q O O � V i O CO co E LL O DO o CD Z _O O O N •� 0 M M M Ltd Ltd Ltd 7 d a h W O O O i) C9 �1 U) W LU U' � Q 4 Z � ❑ a II p ii in a w ~ p x LU '^ N N N J O o cn N N N Q 47 Z W Q � Z O F- o LL Z 0 0 0 � o O W �' E ~ (5 U) aN C U) 00 - a Z o X Z w Ocn ~ _ a Z a. (qa Lq OR a m x M LOO N O 1,- N O fD O N — W fD 61 N lD li7 C Z 7 Z ~ ° a � z a �� z J = LU J W m W CD 0 Z O o � m o C ti W N a M ❑ E O LL U a L: = U M a V y O C6 47 W a s > o a ++ ++ O O O C In C N U Q N j W UOL ELEL Z ❑ U) Z:) Q m 0 ❑ W LL 0 2 — 0 `o U 0 Z M J N N L'? Q O O � V i O CO CC: E LL O DO o CD «: Z LO o LCA ❑ � � r ami a y w U0 Of -:7) ti 0 U) WLU U' � Q 4 Z � ❑ a II p ii in a ~ p LU x LU '^ N N N J O o cn N N N Q 47 Z W Q Lo Z O F- ❑ LL � Z 0 0 0 � o Cl) O W �' E w cn (a aN C U) 00 - a Z o X Z w Ocn ~ _ a Fn Z a. N N O 01 O N x O N N N . ^ N O W M M O N - N lD f� M qt C Z 7 Z ~ ° a � z a �� z J = LU J m W � � W 0 CM Z O o � m o C ti W N a M ❑ E O LL U a L: = U M a V W O C6 47 W a s > o a ++ ++ O O O C In C N U Q N j W UOL ELEL Z ❑ U) Z:) Q m 0 ❑ W LL 0 2 — JP3r.,, G EOT E K MOISTURE/DENSITY RELATIONSHIP Client: Intracorp SW LLC Job No.: 2901-CR Project: 17802 Irvine Blvd Lab No.: Corona Location: Tustin Material Type: Brown silty sand Material Supplier: - Material Source: B-3 @ 0-5 feet Sample Location: - Sampled By: CD Date Sampled: 10/5/2021 Received By: ADLC Date Received: 10/6/2021 Tested By: ADLC Date Tested: 10/18/2021 Reviewed By: DA Date Reviewed: 10/20/2021 Test Procedure: ASTM D1557 Method: A Oversized Material (%): 19.3 Correction Required: �Jes no MOISTURE/DENSITY RELATIONSHIP CURVE • DRY DENSITY(pcf): ■ CORRECTED DRY DENSITY(pcf): 140 138 ZERO AIR VOIDS DRY DENSITY(pcf) 136 134 x S.G.2.7 132 LL 130 X S.G.2.8 U LL 128 126 S.G.2.6 z 124 Poly.(DRY DENSITY(pcf):) UO' 122 120 OVERSIZE CORRECTED � 118 116 -ZERO AIR VOIDS 114 112 Poly.(S.G.2.7) 110 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Poly.(S.G.2.8) MOISTURE CONTENT, Poly.(S.G.2.6) MOISTURE DENSITY RELATIONSHIP VALUES Maximum Dry Density, pcf 131.8 @ Optimum Moisture, % 8.3 Corrected Maximum Dry Density, pcf @ Optimum Moisture, % MATERIAL DESCRIPTION Grain Size Distribution: Atterber Limits: %Gravel (retained on No. 4) Liquid Limit, % %Sand (Passing No. 4, Retained on No. 200) Plastic Limit, % %Silt and Clay(Passing No. 200) Plasticity Index, % Classification: Unified Soils Classification: AASHTO Soils Classification: Project X REPORT S211013F Corrosion Engineering Page 1 rAlCorrosion Control— Soil,Water, Metallurgy Testing Lab Results OnlySoil Testing for 17802 Irvin Blvd, Tustin October 14, 2021 Prepared for: Bruce Hick GeoTek, Inc. 1548 North Maple Street Corona, CA 92280 bhicks@geotekusa.com Project X Job#: S211013F Client Job or PO#: 2902-CR Intra Corp. Companies Respectfully Submitted, z� AP - .; N4. M31102 Eduardo Hernandez, M.Sc.,P.E. Sr. Corrosion Consultant NACE Corrosion Technologist#16592 Professional Engineer California No. M37102 ehernandezkproj ectxcorrosion.com 29990 Technology Dr, Suite 13,Murrieta, CA 92563 Tel: 213-928-7213 Fax: 951-226-1720 www.projectxcorrosion.com w N N � y O w J ,2 'S S 'F N cz to R �I li T s T V1 0 O :[ Vl CL y a � M �—t � � O • I F-� O �j N a 7 �C z to U to CC U ~ N ti U ° O to cd ct U � � H m m y o o N C � �YwaV W � V •� O z A `" o 0 Lei � p n as " o N N s5oupmH 3ajr.11 ;z I I,L SF 4!NXjr.Ijv jP.l%jlufD[- _q 11.151 sapopild CN In (lu 7 t4 ll"N-ilV f.-)NY) T"ts�v T.,I[it XIIAIJQCxnjj lmkllgjj%�Ino Q0 t%S co fir; r OJU!1,I)LIMPURGA m X�lmsoljoj J, plitl.&W llls 7 s3u is uojsuljoo[Inj E7 aivuoqjc]jq hist Lz,.c t.1,.: S r:,� 0 C�D lu y 10d r7 y E F= INIFY LLL rL!Po S 0 0 «va L. U) 0f5v L�pu r m H < Fioza CZ Cal L'1 p INS cc WS, afra 115 lllSv Urftoaiv 1�rfrl d INS j'.,5V is Qui. QpljpI M INS 1�lsv Voll: D04D jrlou,)od Nmp-a nJ 7 7Djz I M�a "TI-1 tqsv L} MZ1 019 Dj T AllAIISIS3A[IDS A E CJ E LU n 0 5 Cc > < a) CL L4 (a z .j CO 0 LO NJ APPENDIX C PERCOLATION DATA SHEETS & PORCHET CALCULATIONS Proposed 40 Unit Residential Development 17802 Irvine Boulevard Tustin, Orange County, California Project No. 2901-CR GEOTEK.,G, Client: Intracorp SW, LLC Project: 17802 Irvine Blvd, Tustin Project No: 2901-CR Date: 10/6/2021 Boring No. 1-1 Infiltration Rate (Porchet Method) Time Interval, At = 10 Final Depth to Water, DF = 43 Test Hole Radius, r = 4 Initial Depth to Water, Do = 40 Total Test Hole Depth, DT = 60 Equation - IC= AH (60r) At (r+2Havg) HO= DT- Do = 20 HF= DT- DF = 17 AH = AD = Ho- HF = 3 Havg = (Ho+HF)/2 = 18.5 It= 1.76 Inches pE G E a T E K Client: Intracorp SW, LLC Project: 17802 Irvine Blvd, Tustin Project No: 2901-CR Date: 10/6/2021 Boring No. 1-2 Infiltration Rate (Porchet Method) Time Interval, At = 10 Final Depth to Water, DF = 43 Test Hole Radius, r = 4 Initial Depth to Water, Do = 40 Total Test Hole Depth, DT = 60 Equation - IC= AH (60r) At (r+2Havg) HO= DT- Do = 20 HF= DT- DF = 17 AH = AD = Ho- HF = 3 Havg = (Ho+HF)/2 = 18.5 It= 1.76 Inches pE G E a T E K Percolation Test Data Sheet Project: Tw[y '$ Ca V-�O &was ?€V�s biy i -T'us+v� CAJob No.: Test Hale Na.: -� / f _ Date Excavated: �� .� �--r Depth of Test Hole (ft): �` Soil Description: I j t.51a1�cl Percolation Fest By: _ Date: j Presoak: Yes Percolation Test Data Time Total Elapsed Initial Water Final Water A in Water Percolation Time Interval Time Level Level Level Rate min) (rain) (inches) (inches) inches) (minlinch " X2- . © z 2. 1- 73 Z-5 17 to 1911 11 3 1 3 JC 2-0 17 v�s ss� � 1 F Design Percolation Rate: min/inch Percolation Test Data Sheet C)2. T rv_v�-e Project: C p l ) € ' gtvof , WT4f,: CA Job No.: -elol f6 `fest Hole No.: :7- Date Excavated: f Depth of Test Hole (ft) 5�61 Soil Description: ��� .��� �$1,€ Percolation Test By: ['( Date: ' 2- Presoak: Yes Percolation Test Data Time Total Elapsed Initial Water Final Mater a in Water Percolation Time Time Time Level Level Level Rate min (min) inches) (inches {incites (min/inch) Z�- 2-!;- 20 1 Z-0 i'? 'Y2- 2- zo 17 Y2- Z S- 17 Z s:O ' a L-1 2-0 to 1 -2 €0 10(,�, 120 C-) Design Percolation Rate: min/inch APPENDIX D GENERAL GRADING GUIDELINES Proposed 40 Unit Residential Development 17802 Irvine Boulevard Tustin, Orange County, California Project No. 2901-CR GEOTEK.,G, GENERAL GRADING GUIDELINES APPENDIX D Geotechnical and Infiltration Evaluation Page D-I 17802 Irvine Boulevard, Tustin, Orange County. California Project No. 2901-CR GENERAL GRADING GUIDELINES Guidelines presented herein are intended to address general construction procedures for earthwork construction. Specific situations and conditions often arise which cannot reasonably be discussed in general guidelines, when anticipated these are discussed in the text of the report. Often unanticipated conditions are encountered which may necessitate modification or changes to these guidelines. It is our hope that these will assist the contractor to more efficiently complete the project by providing a reasonable understanding of the procedures that would be expected during earthwork and the testing and observation used to evaluate those procedures. General Grading should be performed to at least the minimum requirements of governing agencies, Chapters 18 and 33 of the Uniform Building Code, CBC (2019) and the guidelines presented below. Preconstruction Meeting A preconstruction meeting should be held prior to site earthwork. Any questions the contractor has regarding our recommendations, general site conditions, apparent discrepancies between reported and actual conditions and/or differences in procedures the contractor intends to use should be brought up at that meeting. The contractor (including the main onsite representative) should review our report and these guidelines in advance of the meeting. Any comments the contractor may have regarding these guidelines should be brought up at that meeting. Grading Observation and Testing 1. Observation of the fill placement should be provided by our representative during grading. Verbal communication during the course of each day will be used to inform the contractor of test results. The contractor should receive a copy of the "Daily Field Report" indicating results of field density tests that day. If our representative does not provide the contractor with these reports, our office should be notified. 2. Testing and observation procedures are, by their nature, specific to the work or area observed and location of the tests taken, variability may occur in other locations. The contractor is responsible for the uniformity of the grading operations; our observations and test results are intended to evaluate the contractor's overall level of efforts during grading. The contractor's personnel are the only individuals participating in all aspect of site work. Compaction testing and observation should not be considered as relieving the contractor's responsibility to properly compact the fill. 3. Cleanouts, processed ground to receive fill, key excavations, and subdrains should be observed by our representative prior to placing any fill. It will be the contractor's responsibility to notify our representative or office when such areas are ready for observation. 4. Density tests may be made on the surface material to receive fill, as considered warranted by this firm. 5. In general, density tests would be made at maximum intervals of two feet of fill height or every 1,000 cubic yards of fill placed. Criteria will vary depending on soil conditions and size of the fill. More frequent testing may be performed. In any case, an adequate number of field density tests should be made to evaluate the required compaction and moisture content is generally being obtained. GEOTEK GENERAL GRADING GUIDELINES APPENDIX D Geotechnical and Infiltration Evaluation Page D-2 17802 Irvine Boulevard, Tustin, Orange County. California Project No. 2901-CR 6. Laboratory testing to support field test procedures will be performed, as considered warranted, based on conditions encountered (e.g. change of material sources, types, etc.) Every effort will be made to process samples in the laboratory as quickly as possible and in progress construction projects are our first priority. However, laboratory workloads may cause in delays and some soils may require a minimum of 48 to 72 hours to complete test procedures. Whenever possible, our representative(s) should be informed in advance of operational changes that might result in different source areas for materials. 7. Procedures for testing of fill slopes are as follows: a) Density tests should be taken periodically during grading on the flat surface of the fill, three to five feet horizontally from the face of the slope. b) If a method other than over building and cutting back to the compacted core is to be employed, slope compaction testing during construction should include testing the outer six inches to three feet in the slope face to determine if the required compaction is being achieved. 8. Finish grade testing of slopes and pad surfaces should be performed after construction is complete. Site Clearing I. All vegetation, and other deleterious materials, should be removed from the site. If material is not immediately removed from the site it should be stockpiled in a designated area(s) well outside of all current work areas and delineated with flagging or other means. Site clearing should be performed in advance of any grading in a specific area. 2. Efforts should be made by the contractor to remove all organic or other deleterious material from the fill, as even the most diligent efforts may result in the incorporation of some materials. This is especially important when grading is occurring near the natural grade. All equipment operators should be aware of these efforts. Laborers may be required as root pickers. 3. Nonorganic debris or concrete may be placed in deeper fill areas provided the procedures used are observed and found acceptable by our representative. Typical procedures are similar to those indicated on Plate G-4. Treatment of Existing Ground I. Following site clearing, all surficial deposits of alluvium and colluvium as well as weathered or creep effected bedrock, should be removed (see Plates G-I, G-2 and G-3) unless otherwise specifically indicated in the text of this report. 2. In some cases, removal may be recommended to a specified depth (e.g. flat sites where partial alluvial removals may be sufficient). The contractor should not exceed these depths unless directed otherwise by our representative. 3. Groundwater existing in alluvial areas may make excavation difficult. Deeper removals than indicated in the text of the report may be necessary due to saturation during winter months. 4. Subsequent to removals, the natural ground should be processed to a depth of six inches, moistened to near optimum moisture conditions and compacted to fill standards. 5. Exploratory back hoe or dozer trenches still remaining after site removal should be excavated and filled with compacted fill if they can be located. GEOTEK GENERAL GRADING GUIDELINES APPENDIX D Geotechnical and Infiltration Evaluation Page D-3 17802 Irvine Boulevard, Tustin, Orange County. California Project No. 2901-CR Subdrainage I. Subdrainage systems should be provided in canyon bottoms prior to placing fill, and behind buttress and stabilization fills and in other areas indicated in the report. Subdrains should conform to schematic diagrams G-I and G-5, and be acceptable to our representative. 2. For canyon subdrains, runs less than 500 feet may use six-inch pipe. Typically, runs in excess of 500 feet should have the lower end as eight-inch minimum. 3. Filter material should be clean, 1/2 to I-inch gravel wrapped in a suitable filter fabric. Class 2 permeable filter material per California Department of Transportation Standards tested by this office to verify its suitability, may be used without filter fabric. A sample of the material should be provided to the Soils Engineer by the contractor at least two working days before it is delivered to the site. The filter should be clean with a wide range of sizes. 4. Approximate delineation of anticipated subdrain locations may be offered at 40-scale plan review stage. During grading, this office would evaluate the necessity of placing additional drains. 5. All subdrainage systems should be observed by our representative during construction and prior to covering with compacted fill. 6. Subdrains should outlet into storm drains where possible. Outlets should be located and protected. The need for backflow preventers should be assessed during construction. 7. Consideration should be given to having subdrains located by the project surveyors. Fill Placement 1. Unless otherwise indicated, all site soil and bedrock may be reused for compacted fill; however, some special processing or handling may be required (see text of report). 2. Material used in the compacting process should be evenly spread, moisture conditioned, processed, and compacted in thin lifts six (6) to eight (8) inches in compacted thickness to obtain a uniformly dense layer. The fill should be placed and compacted on a nearly horizontal plane, unless otherwise found acceptable by our representative. 3. If the moisture content or relative density varies from that recommended by this firm, the contractor should rework the fill until it is in accordance with the following: a) Moisture content of the fill should be at or above optimum moisture. Moisture should be evenly distributed without wet and dry pockets. Pre-watering of cut or removal areas should be considered in addition to watering during fill placement, particularly in clay or dry surficial soils. The ability of the contractor to obtain the proper moisture content will control production rates. b) Each six-inch layer should be compacted to at least 90 percent of the maximum dry density in compliance with the testing method specified by the controlling governmental agency. In most cases, the testing method is ASTM Test Designation D 1557. 4. Rock fragments less than eight inches in diameter may be utilized in the fill, provided: a) They are not placed in concentrated pockets; b) There is a sufficient percentage of fine-grained material to surround the rocks; C) The distribution of the rocks is observed by, and acceptable to, our representative. 5. Rocks exceeding eight (8) inches in diameter should be taken off site, broken into smaller fragments, or placed in accordance with recommendations of this firm in areas designated suitable for rock disposal (see Plate G-4). On projects where significant large quantities of oversized materials are anticipated, alternate guidelines for placement may be included. If 'Cl, GE07EK GENERAL GRADING GUIDELINES APPENDIX D Geotechnical and Infiltration Evaluation Page D-4 17802 Irvine Boulevard, Tustin, Orange County. California Project No. 2901-CR significant oversize materials are encountered during construction, these guidelines should be requested. 6. In clay soil, dry or large chunks or blocks are common. If in excess of eight (8) inches minimum dimension, then they are considered as oversized. Sheepsfoot compactors or other suitable methods should be used to break up blocks. When dry, they should be moisture conditioned to provide a uniform condition with the surrounding fill. Slope Construction I. The contractor should obtain a minimum relative compaction of 90 percent out to the finished slope face of fill slopes. This may be achieved by either overbuilding the slope and cutting back to the compacted core, or by direct compaction of the slope face with suitable equipment. 2. Slopes trimmed to the compacted core should be overbuilt by at least three (3) feet with compaction efforts out to the edge of the false slope. Failure to properly compact the outer edge results in trimming not exposing the compacted core and additional compaction after trimming may be necessary. 3. If fill slopes are built "at grade" using direct compaction methods, then the slope construction should be performed so that a constant gradient is maintained throughout construction. Soil should not be "spilled" over the slope face nor should slopes be "pushed out" to obtain grades. Compaction equipment should compact each lift along the immediate top of slope. Slopes should be back rolled or otherwise compacted at approximately every 4 feet vertically as the slope is built. 4. Corners and bends in slopes should have special attention during construction as these are the most difficult areas to obtain proper compaction. 5. Cut slopes should be cut to the finished surface. Excessive undercutting and smoothing of the face with fill may necessitate stabilization. Keyways, Buttress and Stabilization Fills Keyways are needed to provide support for fill slope and various corrective procedures. I. Side-hill fills should have an equipment-width key at their toe excavated through all surficial soil and into competent material and tilted back into the hill (Plates G-2, G-3). As the fill is elevated, it should be benched through surficial soil and slopewash, and into competent bedrock or other material deemed suitable by our representatives (See Plates G-1, G-2, and G-3). 2. Fill over cut slopes should be constructed in the following manner: a) All surficial soils and weathered rock materials should be removed at the cut-fill interface. b) A key at least one and one-half (I.5) equipment width wide (or as needed for compaction), and tipped at least one (I) foot into slope, should be excavated into competent materials and observed by our representative. C) The cut portion of the slope should be excavated prior to fill placement to evaluate if stabilization is necessary. The contractor should be responsible for any additional earthwork created by placing fill prior to cut excavation. (see Plate G-3 for schematic details.) 3. Daylight cut lots above descending natural slopes may require removal and replacement of the outer portion of the lot. A schematic diagram for this condition is presented on Plate G-2. 4. A basal key is needed for fill slopes extending over natural slopes. A schematic diagram for this condition is presented on Plate G-2. GE07EK GENERAL GRADING GUIDELINES APPENDIX D Geotechnical and Infiltration Evaluation Page D-5 17802 Irvine Boulevard, Tustin, Orange County. California Project No. 2901-CR 5. All fill slopes should be provided with a key unless within the body of a larger overall fill mass. Please refer to Plate G-3 for specific guidelines. Anticipated buttress and stabilization fills are discussed in the text of the report. The need to stabilize other proposed cut slopes will be evaluated during construction. Plate G-5 shows a schematic of buttress construction. I. All backcuts should be excavated at gradients of 1:1 or flatter. The backcut configuration should be determined based on the design, exposed conditions, and need to maintain a minimum fill width and provide working room for the equipment. 2. On longer slopes, backcuts and keyways should be excavated in maximum 250 feet long segments. The specific configurations will be determined during construction. 3. All keys should be a minimum of two (2) feet deep at the toe and slope toward the heel at least one foot or two (2%) percent, whichever is greater. 4. Subdrains are to be placed for all stabilization slopes exceeding 10 feet in height. Lower slopes are subject to review. Drains may be required. Guidelines for subdrains are presented on Plate G-5. 5. Benching of backcuts during fill placement is required. Lot Capping I. When practical, the upper three (3) feet of material placed below finish grade should be comprised of the least expansive material available. Preferably, highly and very highly expansive materials should not be used. We will attempt to offer advice based on visual evaluations of the materials during grading, but it must be realized that laboratory testing is needed to evaluate the expansive potential of soil. Minimally, this testing takes two (2) to four (4) days to complete. 2. Transition lots (cut and fill) both per plan and those created by remedial grading (e.g. lots above stabilization fills, along daylight lines, above natural slopes, etc.) should be capped with a minimum three foot thick compacted fill blanket. 3. Cut pads should be observed by our representative(s) to evaluate the need for overexcavation and replacement with fill. This may be necessary to reduce water infiltration into highly fractured bedrock or other permeable zones, and/or due to differing expansive potential of materials beneath a structure. The overexcavation should be at least three feet. Deeper overexcavation may be recommended in some cases. ROCK PLACEMENT AND ROCK FILL GUIDELINES It is anticipated that large quantities of oversize material would be generated during grading. It's likely that such materials may require special handling for burial. Although alternatives may be developed in the field, the following methods of rock disposal are recommended on a preliminary basis. Limited Larger Rock When materials encountered are principally soil with limited quantities of larger rock fragments or boulders, placement in windrows is recommended. The following procedures should be applied: I. Oversize rock (greater than 8 inches) should be placed in windrows. a) Windrows are rows of single file rocks placed to avoid nesting or clusters of rock. b) Each adjacent rock should be approximately the same size (within —one foot in diameter). GEOTEK GENERAL GRADING GUIDELINES APPENDIX D Geotechnical and Infiltration Evaluation Page D-6 17802 Irvine Boulevard, Tustin, Orange County. California Project No. 2901-CR C) The maximum rock size allowed in windrows is four feet 2. A minimum vertical distance of three feet between lifts should be maintained. Also, the windrows should be offset from lift to lift. Rock windrows should not be closer than 15 feet to the face of fill slopes and sufficient space must be maintained for proper slope construction (see Plate G-4). 3. Rocks greater than eight inches in diameter should not be placed within seven feet of the finished subgrade for a roadway or pads and should be held below the depth of the lowest utility. This will allow easier trenching for utility lines. 4. Rocks greater than four feet in diameter should be broken down, if possible, or they may be placed in a dozer trench. Each trench should be excavated into the compacted fill a minimum of one foot deeper than the largest diameter of rock. a) The rock should be placed in the trench and granular fill materials (SE>30) should be flooded into the trench to fill voids around the rock. b) The over size rock trenches should be no closer together than 15 feet from any slope face. C) Trenches at higher elevation should be staggered and there should be a minimum of four feet of compacted fill between the top of the one trench and the bottom of the next higher trench. d) It would be necessary to verify 90 percent relative compaction in these pits. A 24 to 72 hour delay to allow for water dissipation should be anticipated prior to additional fill placement. Structural Rock Fills If the materials generated for placement in structural fills contains a significant percentage of material more than six (6) inches in one dimension, then placement using conventional soil fill methods with isolated windrows would not be feasible. In such cases the following could be considered: I. Mixes of large rock or boulders may be placed as rock fill. They should be below the depth of all utilities both on pads and in roadways and below any proposed swimming pools or other excavations. If these fills are placed within seven (7) feet of finished grade, they may affect foundation design. 2. Rock fills are required to be placed in horizontal layers that should not exceed two feet in thickness, or the maximum rock size present, which ever is less. All rocks exceeding two feet should be broken down to a smaller size, windrowed (see above), or disposed of in non-structural fill areas. Localized larger rock up to 3 feet in largest dimension may be placed in rock fill as follows: a) individual rocks are placed in a given lift so as to be roughly 50% exposed above the typical surface of the fill , b) loaded rock trucks or alternate compactors are worked around the rock on all sides to the satisfaction of the soil engineer, C) the portion of the rock above grade is covered with a second lift. 3. Material placed in each lift should be well graded. No unfilled spaces (voids) should be permitted in the rock fill. Compaction Procedures Compaction of rock fills is largely procedural. The following procedures have been found to generally produce satisfactory compaction. GE07EK GENERAL GRADING GUIDELINES APPENDIX D Geotechnical and Infiltration Evaluation Page D-7 17802 Irvine Boulevard, Tustin, Orange County. California Project No. 2901-CR I. Provisions for routing of construction traffic over the fill should be implemented. a) Placement should be by rock trucks crossing the lift being placed and dumping at its edge. b) The trucks should be routed so that each pass across the fill is via a different path and that all areas are uniformly traversed. C) The dumped piles should be knocked down and spread by a large dozer (D-8 or larger suggested). (Water should be applied before and during spreading.) 2. Rock fill should be generously watered (sluiced) a) Water should be applied by water trucks to the: i) dump piles, ii) front face of the lift being placed and, iii) surface of the fill prior to compaction. b) No material should be placed without adequate water. C) The number of water trucks and water supply should be sufficient to provide constant water. d) Rock fill placement should be suspended when water trucks are unavailable: i) for more than 5 minutes straight, or, ii) for more than 10 minutes/hour. 3. In addition to the truck pattern and at the discretion of the soil engineer, large, rubber tired compactors may be required. a) The need for this equipment will depend largely on the ability of the operators to provide complete and uniform coverage by wheel rolling with the trucks. b) Other large compactors will also be considered by the soil engineer provided that required compaction is achieved. 4. Placement and compaction of the rock fill is largely procedural. Observation by trenching should be made to check: a) the general segregation of rock size, b) for any unfilled spaces between the large blocks, and C) the matrix compaction and moisture content. 5. Test fills may be required to evaluate relative compaction of finer grained zones or as deemed appropriate by the soil engineer. a) A lift should be constructed by the methods proposed, as proposed 6. Frequency of the test trenching is to be at the discretion of the soil engineer. Control areas may be used to evaluate the contractor's procedures. 7. A minimum horizontal distance of 15 feet should be maintained from the face of the rock fill and any finish slope face. At least the outer 15 feet should be built of conventional fill materials. Piping Potential and Filter Blankets Where conventional fill is placed over rock fill, the potential for piping (migration) of the fine grained material from the conventional fill into rock fills will need to be addressed. The potential for particle migration is related to the grain size comparisons of the materials present and in contact with each other. Provided that 15 percent of the finer soil is larger than the effective pore size of the coarse soil, then particle migration is substantially mitigated. This can be accomplished with a well-graded matrix material for the rock fill and a zone of fill similar to the matrix above it. The specific gradation of the fill materials placed during grading must be known to evaluate the need for any type of filter that may be necessary to cap the rock fills. This, unfortunately, can only be accurately determined during construction. GE07EK GENERAL GRADING GUIDELINES APPENDIX D Geotechnical and Infiltration Evaluation Page D-8 17802 Irvine Boulevard, Tustin, Orange County. California Project No. 2901-CR In the event that poorly graded matrix is used in the rock fills, properly graded filter blankets 2 to 3 feet thick separating rock fills and conventional fill may be needed. As an alternative, use of two layers of filter fabric (Mirafi 700 x or equivalent) could be employed on top of the rock fill. In order to mitigate excess puncturing, the surface of the rock fill should be well broken down and smoothed prior to placing the filter fabric. The first layer of the fabric may then be placed and covered with relatively permeable fill material (with respect to overlying material) I to 2 feet thick. The relative permeable material should be compacted to fill standards. The second layer of fabric should be placed and conventional fill placement continued. Subdrainage Rock fill areas should be tied to a subdrainage system. If conventional fill is placed that separates the rock from the main canyon subdrain, then a secondary system should be installed. A system consisting of an adequately graded base (3 to 4 percent to the lower side) with a collector system and outlets may suffice. Additionally, at approximately every 25 foot vertical interval, a collector system with outlets should be placed at the interface of the rock fill and the conventional fill blanketing a fill slope Monitoring Depending upon the depth of the rock fill and other factors, monitoring for settlement of the fill areas may be needed following completion of grading. Typically, if rock fill depths exceed 40 feet, monitoring would be recommend prior to construction of any settlement sensitive improvements. Delays of 3 to 6 months or longer can be expected prior to the start of construction. UTILITY TRENCH CONSTRUCTION AND BACKFILL Utility trench excavation and backfill is the contractor's responsibility. The geotechnical consultant typically provides periodic observation and testing of these operations. While efforts are made to make sufficient observations and tests to verify that the contractors' methods and procedures are adequate to achieve proper compaction, it is typically impractical to observe all backfill procedures. As such, it is critical that the contractor use consistent backfill procedures. Compaction methods vary for trench compaction and experience indicates many methods can be successful. However, procedures that "worked" on previous projects may or may not prove effective on a given site. The contractor(s) should outline the procedures proposed, so that we may discuss them prior to construction. We will offer comments based on our knowledge of site conditions and experience. I. Utility trench backfill in slopes, structural areas, in streets and beneath flat work or hardscape should be brought to at least optimum moisture and compacted to at least 90 percent of the laboratory standard. Soil should be moisture conditioned prior to placing in the trench. 2. Flooding and jetting are not typically recommended or acceptable for native soils. Flooding or jetting may be used with select sand having a Sand Equivalent (SE) of 30 or higher. This is typically limited to the following uses: a) shallow (I 2 + inches) under slab interior trenches and, b) as bedding in pipe zone. The water should be allowed to dissipate prior to pouring slabs or completing trench compaction. GEOTEK GENERAL GRADING GUIDELINES APPENDIX D Geotechnical and Infiltration Evaluation Page D-9 17802 Irvine Boulevard, Tustin, Orange County. California Project No. 2901-CR 3. Care should be taken not to place soils at high moisture content within the upper three feet of the trench backfill in street areas, as overly wet soils may impact subgrade preparation. Moisture may be reduced to 2% below optimum moisture in areas to be paved within the upper three feet below sub grade. 4. Sand backfill should not be allowed in exterior trenches adjacent to and within an area extending below a I:I projection from the outside bottom edge of a footing, unless it is similar to the surrounding soil. 5. Trench compaction testing is generally at the discretion of the geotechnical consultant. Testing frequency will be based on trench depth and the contractor's procedures. A probing rod would be used to assess the consistency of compaction between tested areas and untested areas. If zones are found that are considered less compact than other areas, this would be brought to the contractor's attention. JOB SAFETY General Personnel safety is a primary concern on all job sites. The following summaries are safety considerations for use by all our employees on multi-employer construction sites. On ground personnel are at highest risk of injury and possible fatality on grading construction projects. The company recognizes that construction activities will vary on each site and that job site safety is the contractor's responsibility. However, it is, imperative that all personnel be safety conscious to avoid accidents and potential injury. In an effort to minimize risks associated with geotechnical testing and observation, the following precautions are to be implemented for the safety of our field personnel on grading and construction projects. I. Safety Meetings: Our field personnel are directed to attend the contractor's regularly scheduled safety meetings. 2. Safety Vests: Safety vests are provided for and are to be worn by our personnel while on the job site. 3. Safety Flags: Safety flags are provided to our field technicians; one is to be affixed to the vehicle when on site, the other is to be placed atop the spoil pile on all test pits. In the event that the contractor's representative observes any of our personnel not following the above, we request that it be brought to the attention of our office. Test Pits Location, Orientation and Clearance The technician is responsible for selecting test pit locations. The primary concern is the technician's safety. However, it is necessary to take sufficient tests at various locations to obtain a representative sampling of the fill. As such, efforts will be made to coordinate locations with the grading contractors authorized representatives (e.g. dump man, operator, supervisor, grade checker, etc.), and to select locations following or behind the established traffic pattern, preferably outside of current traffic. The contractors authorized representative should direct excavation of the pit and safety during the test period. Again, safety is the paramount concern. Test pits should be excavated so that the spoil pile is placed away from oncoming traffic. The technician's vehicle is to be placed next to the test pit, opposite the spoil pile. This necessitates that the fill be maintained in a drivable condition. Alternatively, the contractor may opt to park a piece of equipment in front of test pits, particularly in small fill areas or those with limited access. 'Cl, GEOTEK GENERAL GRADING GUIDELINES APPENDIX D Geotechnical and Infiltration Evaluation Page D-10 17802 Irvine Boulevard, Tustin, Orange County. California Project No. 2901-CR A zone of non-encroachment should be established for all test pits (see diagram below). No grading equipment should enter this zone during the test procedure. The zone should extend outward to the sides approximately 50 feet from the center of the test pit and 100 feet in the direction of traffic flow. This zone is established both for safety and to avoid excessive ground vibration, which typically decreases test results. TEST PIT SAFETY PLAN SIDE VIEW I Test Pit Spoil pile 50 ft Zone of Traffic Direction Non-Encroachment Vehicle Test Pit parked here Spoil pile 100 ft Zone of Non-Encroachment 50 ft Zone of Non-Encroachment PLAN VIEW IF Slope Tests When taking slope tests, the technician should park their vehicle directly above or below the test location on the slope. The contractor's representative should effectively keep all equipment at a safe operation distance (e.g. 50 feet) away from the slope during testing. The technician is directed to withdraw from the active portion of the fill as soon as possible following testing. The technician's vehicle should be parked at the perimeter of the fill in a highly visible location. Trench Safety It is the contractor's responsibility to provide safe access into trenches where compaction testing is needed. Trenches for all utilities should be excavated in accordance with CAL-OSHA and any other applicable safety standards. Safe conditions will be required to enable compaction testing of the trench backfill. All utility trench excavations in excess of 5 feet deep, which a person enters, are to be shored or laid back. Trench access should be provided in accordance with OSHA standards. Our personnel are directed not to enter any trench by being lowered or"riding down" on the equipment. Our personnel are directed not to enter any excavation which; I. is 5 feet or deeper unless shored or laid back, 2. exit points or ladders are not provided, 3. displays any evidence of instability, has any loose rock or other debris which could fall into the trench, or 4. displays any other evidence of any unsafe conditions regardless of depth. 'Cl, GEOTEK GENERAL GRADING GUIDELINES APPENDIX D Geotechnical and Infiltration Evaluation Page D-I I 17802 Irvine Boulevard, Tustin, Orange County. California Project No. 2901-CR If the contractor fails to provide safe access to trenches for compaction testing, our company policy requires that the soil technician withdraws and notifies their supervisor. The contractor's representative will then be contacted in an effort to affect a solution. All backfill not tested due to safety concerns or other reasons is subject to reprocessing and/or removal. Procedures In the event that the technician's safety is jeopardized or compromised as a result of the contractor's failure to comply with any of the above, the technician is directed to inform both the developer's and contractor's representatives. If the condition is not rectified, the technician is required, by company policy, to immediately withdraw and notify their supervisor. The contractor's representative will then be contacted in an effort to affect a solution. No further testing will be performed until the situation is rectified. Any fill placed in the interim can be considered unacceptable and subject to reprocessing, recompaction or removal. In the event that the soil technician does not comply with the above or other established safety guidelines, we request that the contractor bring this to technician's attention and notify our project manager or office. Effective communication and coordination between the contractors' representative and the field technician(s) is strongly encouraged in order to implement the above safety program and safety in general. The safety procedures outlined above should be discussed at the contractor's safety meetings. This will serve to inform and remind equipment operators of these safety procedures particularly the zone of non-encroachment. The safety procedures outlined above should be discussed at the contractor's safety meetings. This will serve to inform and remind equipment operators of these safety procedures particularly the zone of non-encroachment. GE07EK ALTERNATES Finish Grade Original Ground - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - :Lo. urpI"I Suitable 4 feet typical Material .,. Suitable Construct Benches Material where slope exceeds 5:1 Slope to Drain Bottom of Cleanout to Be At Least 1.5 Times the Width of tifti, 6 Perforated Pipe in 9 cubic feet per Lineal Compaction Equipment Foot Clean Gravel Wrapped in Filter Fabric 3' .. Finish Grade Original Ground is Loose:5urf-aie IVIAtie lads: :.: 4 feet typical - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Suitable Construct Benches Material where slope exceeds 5:1 r p veto Drain •ftif : •1.1.1..;:., Bottom of Cleanout to Be At Least 1.5 Times the Width of 6-' Perforated Pipe in 9 cubic feet Compaction Equipment per Lineal Foot Clean Gravel Wrapped in Filter Fabric STANDARD GRADING GUIDELINES PLATE D-I TYPICAL FILL SLOPE OVER NATURAL DESCENDING SLOPE Finish Grade Compacted Fill Fill Slope Min. 3 Feet Compacted Fill Toe of Fill Slope per Plan Tup;$ oK. �jiiatjtirri Project Removal at 1 to 1 t a Y a Y a Y a Y a . Y a Y a Y a Y a s a Y a Y a . Y a Y, <.. .:.< <.< {Y[ {Y[ {Y[ {Y[ {Y X'X' eY< eY< eY< eY< Min. ff Min.2%Fall 2 Feet1 x`� x` Minimum 15 Feet Wide or 1.5 Equipment Widths for Compaction DAYLIGHT CUT AREA OVER NATURAL DESCENDING SLOPE Structural Setback ithout Corrective Work Daylight Cut . .. . .. . .. . .. . .. . .. . . Line er Plan Finish Grade Project Removal at1to1 Min. 3 Feet Compacted Fill �6 3 � f Fry � SC Compacted Fill ,,:. ` ., :Topsail: Min. Cotluvlu:m: : : : . 2 Feet Min.2%Fall Groep Zone � ' Minimum 15 Feet v�Te4N`DARD GRADING' or 1.5EquipmertSUIDELINESPLADE D-I Widths for Compaction STANDARD GRADING GUIDELINES PLATE D-2 TYPICAL FILL SLOPE OVER CUT SLOPE Finish Grade 2: 1 Fill Slope Toe of Fill Slope per Plan 4' Typical Op 11: C luviurw Min.2%Fall .Creep.ZOt?e Minimum 15 Feet Wide or 1.5 Equipment Widths for Compaction Cut Slope Bedrock � <>< . <>< . .`.. .?.. .F..Y.'..}.'•y.,.y.., .. ..x.a.k.a... . f> }f= > _ > _ > _ > Yf} =f}T=<}T=<3 = > =<=T=<=T= _ _ _ _ _ = 7`1f Y`1 t> Ft. . . . .-j<}-j<}-j<=-j f> i`F }fY }fS Ffl = = =f> TYPICAL FILL SLOPE SLOPE MIN. KEY MIN. KEY HEIGHT WIDTH DEPTH 5 7 1 10 10 1.5 15 15 2 20 15 2.5 25 15 3 25 SEE TEXT CONTRACTOR TO VERIFY WITH SOIL ENGINEER PRIOR TO CONSTRUCTION Minimum compacted fill required to provide lateral support. , s Bedrock or Excavate key if width or depth Suitable Dense Material less.than indicated in table above ;<;<YT° =c=C=c=C=c=C=c=c=C=c=c=C= f f f f c c c c f < e < c c f f < c < c <=<=c=c=c=c=c=<=c=<=<=<=<=c STANDARD GRADING GUIDELINES PLATE D-3 CROSS SECTIONAL VIEW FINISH GRADE t NO ROCKS IN SEE NOTE 1 THIS ZONE FILL SLOPE l O D D --------------------{--------------------- 15 3' MIN. ------------}----------------------------- MEN ------------ ------------------------ STAGGER ROWS HORIZONTALLY� 3'i IN. ..... - . Q-----------------Q ----------------Q MINIMUM 15' CLEAR OR 1.5 EQUIPMENT WIDTHS FOR COMPACTION PLAN VIEW FILL SLOPE MINIMUM 15' CLEAR OR 1.5 EQUIPMENT WIDTHS FOR COMPACTION PLACE ROCKS END TO END 1 DO NOT PILE OR STACK ROCKS MINIMUM 15' CLEAR OR 1.5 EQUIPMENT WIDTHS FOR COMPACTION SOIL TO BE PLACE AROUND AND OVER ROCKS THEN FLOODED INTO VOIDS. MUST COMPACT AROUND AND OVER EACH ROCK WINDROW NOTES: 1) SOIL FILL OVER WINDROW SHOULD BE 7 FEET OR PER JURISDUICTIONAL STANDARDS AND SUFFICIENT FOR FUTURE EXCAVATIONS TO AVOID ROCKS 2) MAXIMUM ROCK SIZE IN WINDROWS IS 4 FEET IN DIAMETER 3) SOIL AROUND WINDROWS TO BE SANDY MATERIAL SUBJECT TO SOIL ENGINEER ACCEPTANCE 4) SPACING AND CLEARANCES MUST BE SUFFICIENT TO ALLOW FOR PROPER COMPACTION 5) INDIVIDUAL LARGE ROCKS MAY BE BURIED IN PITS. STANDARD GRADING GUIDELINES PLATE D-4 MIN, 3 FEET COMPACTED FILL A, ,�/Sy a.X i.A.tiy bF TERRACE DRAIN "4 AS REQUIRED SOLID OUTLET PIPE BEDROCK ? = 4 COMPACTED FILL z MIN.2 FEET 74 h EMBEDDMENT A Ai A A •v ,�h .a { w�a x Xx�i h. h ] is d .•.;.;.;.;.• '��p`4 �jp/•y��,+ Ak _ a /, l {�.f,,�1 a J.4h. ']„, { �, ,�l..{ l ti } 1,� �.`,�i`C'.1 �.,d �..Y ✓�.]�c�v'�..k Y'Y..- NA G 16'C M�•L 1 .. s4?:a- d��],J„•]� # d +. Y > 1 moi. I a d e i, s i�,a { :A L':� a'�.. t a 1��:'✓,. ]] ),�s �.i}�,�,ks,v'�..�k, A 3 3 .i s,{ -d 1�.a,� ) s 1",���!, 1 A.a.;4 k ..i .wS `]tea..K1., '�C�¢'•-��c].c�cLc�c`�i�1-cL;lc�•✓��) x`f Ya h .,.i J�A'S,rt<i c�'•.._: 1 w 3 s`a�S"s Y` a MIN. 15 FEET WIDE OR 1.5 EQUIPMENT. SEE DETAILS FOR BACKDRAIN WIDTHS FOR COMPACTION AND HEEL DRAIN BACKDRAIN DETAILS 2%Minimum Fall 4"diameter perforated drain pipe 4"diameter solid outlet pipe(Schedule 40 (Schedule 40 PVC or equivalent)in PVC or equivalent)laterals to slope face or 6 cubic feet per lineal foot clean gravel storm drain system at maximum 100 foot wrapped in filter fabric maximum intervals HEEL DRAIN DETAILS Note:Additional backdrains may be recommended 6"diameter perforated drain pipe in 6 cubic feet per lineal foot clean gravel wrapped in filterfabric,outlet pipe to gravity flow with 2%minimum fall STANDARD GRADING GUIDELINES PLATE D-5 PALEONTOLOGICAL ASSESSMENT FOR THE 17802 IRVINE BOULEVARD PROJECT TUSTIN, ORANGE COUNTY, CALIFORNIA APNs 401-141-13 and -57 Prepared for: EPD Solutions 2355 Main Street, Suite 100 Irvine, California 92614 Submitted to: City of Tustin 300 Centennial Way Tustin, California 92780 Prepared by: Brian F. Smith and Associates, Inc. 14010 Poway Road, Suite A Poway, California 92064 ��►ith �l c S August 1, 2022 Paleontological Assessment for the 17802 Irvine Boulevard Project Paleontological Database Information Author: Todd A. Wirths, M.S., Senior Paleontologist, California Professional Geologist No. 7588 Consulting Firm: Brian F. Smith and Associates, Inc. 14010 Poway Road, Suite A Poway, California 92064 (858) 679-8218 Report Date: August 1, 2022 Report Title: Paleontological Assessment for the 17802 Irvine Boulevard Project, Tustin, Orange County, California (APNs 401-141-13 and -57) Prepared for: EPD Solutions 2355 Main Street, Suite 100 Irvine, California 92614 Submitted to: City of Tustin 300 Centennial Way Tustin, California 92780 Prepared by: Brian F. Smith and Associates, Inc. 14010 Poway Road, Suite A Poway, California 92064 USGS Quadrangle: Unsectioned Township 5 South, Range 9 West, of the USGS Tustin, California 7.5-minute Quadrangle Study Area: Approximately two acres Key Words: Paleontological assessment; Holocene alluvial deposits; low paleontological resource sensitivity; no monitoring recommended. Paleontological Assessment for the 17802 Irvine Boulevard Project Table of Contents Section Page I. INTRODUCTION AND LOCATION...................................................................... 1 II. REGULATORY SETTING...................................................................................... 1 Stateof*California .................................................................................................... 1 Countyof*Orange...................................................................................................... 4 Cityof*Tustin............................................................................................................. 5 III. GEOLOGY................................................................................................................ 5 IV. PALEONTOLOGICAL RESOURCES..................................................................... 5 Definition................................................................................................................... 5 Fossil Locality Record Search................................................................................. 7 V. PALEONTOLOGICAL SENSITIVITY ................................................................... 7 Overview.................................................................................................................... 7 Professional Standards............................................................................................. 7 VI. CONCLUSION AND RECOMMENDATIONS ........................................................ 8 PRIMP....................................................................................................................... 8 VII. CERTIFICATION................................................................................................... 10 VIII. REFERENCES....................................................................................................... 10 Appendices Appendix A—Qualifications of Key Personnel Appendix B —Fossil Locality Search Report List of Figures Fi ure Page Figure 1 General Location Map ................................................................................ 2 Figure 2 Project Location Map.................................................................................. 3 Figure3 Geologic Map.............................................................................................. 6 Paleontological Assessment for the 17802 Irvine Boulevard Project I. INTRODUCTION AND LOCATION A paleontological resource assessment has been completed for the 17802 Irvine Boulevard Project, located in the city of Tustin, in Orange County, California (Figures 1 and 2). The project is located at 17802 Irvine Boulevard on the south side of Irvine Boulevard northeast of the intersection of the SR-55 and I-5 freeways and consists of two parcels (Assessor's Parcel Numbers 401-141-13 and -57) totaling approximately two acres. On the northern edge of the U.S. Geological Survey 7.5-minute, 1:24,000-scale Tustin, California topographic quadrangle map, the project is located in an unsectioned area of Township 5 South, Range 9 West, of the San Bernardino Baseline and Meridian. The project parcel is being considered for redevelopment as a residential project. As the lead agency, the City of Tustin has required the preparation of a paleontological assessment to evaluate the project's potential to yield paleontological resources. The paleontological assessment of the project included a review of paleontological literature and fossil locality records in the area; a review of the underlying geology; and recommendations to mitigate impacts to potential paleontological resources, if necessary. A paleontological field survey was not conducted since the surface of the project property is completely developed. II. REGULATORY SETTING The California Environmental Quality Act (CEQA), which is patterned after the National Environmental Policy Act, is the overriding environmental regulation that sets the requirement for protecting California's paleontological resources. CEQA mandates that governing permitting agencies (lead agencies) set their own guidelines for the protection of nonrenewable paleontological resources under their jurisdiction. State of California Under "Guidelines for Implementation of the California Environmental Quality Act," as amended in December 2018 (California Code of Regulations [CCR] Title 14, Division 6, Chapter 3, Sections 15000 et seq.), procedures define the types of activities, persons, and public agencies required to comply with CEQA. Section 15063 of the CCR provides a process by which a lead agency may review a project's potential impact to the environment, whether the impacts are significant, and provide recommendations, if necessary. 1 to FSprings La Habra La Mirada Brea lk '' .r r Yorba Linda I ,. rBuena Park-. JU11ertOn erntv5 Placentia r ,_ La Palma ., aidan 4iardens wr �' " • �� t t •a yp � Villa Park r-- Y Alamitos Stanton �Anaheirn � Dlessant Peer: ,Garden G PIDjCCt r ' " YYesiminster '- SH. � !ur a,x City Santa Ana 1 n ) d� -- 4 _ LL , e � . row T 17 set Beach I Fountain Valley A S" 11111110 YM J 73 � rEast Iiia Huntington ach BeC 1 Irvine­,,' Tr T Carryon" Santa Edna Heights i •Costa Mesa Ilewport Beach 5 t Sl�lnal Lake Forest Peal. • Laguna l'toods Corona del Mar �Prlission Viejo p *Laguna Hills t wCrystal Cave Aliso Viejo J Laguna Beach g ug Lana Niguel rl � Irul�� ry San Juan Capistrano Figure 1 %h A4 V ~ A General Location Map The 17802 Irvine Boulevard Project DeLorme(1:250,000) 2 4 -86 AVE z LJ Y h 7Z a)C.ELC,W PARK C 7� CL . ........ r t Eam 400 V I �Cct r1r ff-' 911 IF r 7 8LJ .1N r 10A W: Sir "?e- TIN 402 9 ✓ U I :z 00 Ar V• V_ s Brow 4 ULt Selo id WON- W k u rA Zh zi All a I BWeb ill Scher 7 A BPP 91 0 00111 0 1000 2000 W ft Figure 2 AN Project Location Map The 1780-1 Irvine Boulevard Project USGS hisan and Orange Quadrangles(7.5-minute series) 3 Paleontological Assessment for the 17802 Irvine Boulevard Project In CEQA's Environmental Checklist Form, one of the questions to answer is, "Would the project directly or indirectly destroy a unique paleontological resource or site or unique geologic feature?" (Appendix G, Section VII, Part f). This is to ensure compliance with California Public Resources Code Section 5097.5, the law that protects nonrenewable resources including fossils, which is paraphrased below: a) A person shall not knowingly and willfully excavate upon, or remove, destroy, injure or deface any historic or prehistoric ruins, burial grounds, archaeological or vertebrate paleontological site, including fossilized footprints, inscriptions made by human agency, rock art, or any other archaeological, paleontological or historical feature, situated on public lands, except with the express permission of the public agency having jurisdiction over such lands. b) As used in this section, "public lands" means lands owned by, or under the jurisdiction of, the state, or any city, county, district, authority, or public corporation, or any agency thereof. c) A violation of this section is a misdemeanor. County of Orange Section 2-5-27(c) of Article 2 of the Codified Ordinances of Orange County includes protection measures for"natural, cultural, structural, and archeological resources" in recreational areas and mandates that: No person shall possess, destroy, injure, deface, remove, dig, or disturb from its natural state any fossilized or nonfossilized paleontological specimens, cultural or archaeological resources, or the parts thereof in any park, beach or recreational facility. (County of Orange 2005) Similarly, Section 2-5-227(c) of Article 9 of the Codified Ordinances of Orange County includes protection measures for "natural, cultural, structural, and archeological resources" in privately owned parks and mandates that: No person shall possess, destroy, injure, deface, remove, dig, or disturb from its natural state any fossilized or nonfossilized paleontological specimens, cultural or archaeological resources, or the parts thereof in any designated park. (County of Orange 2005) Eisentraut and Cooper (2002) introduced a curation model and monitoring and mitigation guidelines for the conservation of archaeological and paleontological materials in the County of 4 Paleontological Assessment for the 17802 Irvine Boulevard Project Orange. This document and its recommendations were subsequently adopted by the Orange County Board of Supervisors and now provide a standard for the paleontological profession to use in the paleontological mitigation process in Orange County. In 2009, the John D. Cooper Archaeology and Paleontology Center ("the Cooper Center") was formally organized in Santa Ana with the intent to provide a repository to receive future incoming collections. Operation of the Cooper Center was initially a joint partnership between the County of Orange and California State University, Fullerton. In 2019, Orange County Parks (OC Parks) took over administration of the facility. City of Tustin According to the City's website at the date of this report, the General Plan for Tustin is currently not available and is being revised. III. GEOLOGY Geologically, the surficial sediments across the project are mapped as Holocene and late Pleistocene young alluvial fan deposits (yellow areas labeled "Qyfa" and "Qyfsa" on Figure 3), mostly consisting of unconsolidated, alluvial silty sands (Morton and Miller 2006). Pleistocene deposits are nearby to the north (amber areas labeled "Qofsa" on Figure 3). Holocene deposits are estimated to be about 10 feet thick in the area of the project (Sprotte et al. 1980: pl. 4, map 3). During the Holocene, the activity of the Santa Ana River, about five miles west of the project, points to widespread sheet flooding and wandering, as indicated by extensive and continuous "younger" sand and silt deposits (Greenwood and Pridmore 1997). IV. PALEONTOLOGICAL RESOURCES Definition Paleontological resources are the remains of prehistoric life that have been preserved in geologic strata. These remains are called fossils and include bones, shells, teeth, and plant remains (including their impressions, casts, and molds) in the sedimentary matrix, as well as trace fossils such as footprints and burrows. Fossils are considered older than 5,000 years of age (Society of Vertebrate Paleontology 2010) but may include younger remains (subfossils) when viewed in the context of local extinction of the organism or habitat, for example. Fossils are considered a nonrenewable resource under state, county, and local guidelines (Section 11 of this report). 5 1L - �Qof -41) L l 1 1 w Q y . .-Itl JT � e. \ Project r Legend 0 Project Boundary Geologic Units Holocene and Late Pleistocene Qyf Young alluvial fan deposits Late to Middle Pleistocene Qof Old alluvial fan deposits Middle to Early Pleistocene / I 0 500111 Qvof Very old alluvial fan deposits f C1 1000 2000 ft Figure 3 { R Geologic Map The 17802 Irvine Boulevard Project Geology after Morton and Miller(2006) 6 Paleontological Assessment for the 17802 Irvine Boulevard Project Fossil Locality Record Search A paleontological locality and records search was performed for the project by the OC Parks Division of Orange County (Richards 2022 [Appendix B]). The records search indicates that no fossil localities were identified within the project boundaries or near the project. The closest-known fossil localities are located within five miles southeast of the project, consisting of Pleistocene-aged marine invertebrate fossils and fish remains. A review of published and unpublished literature was conducted for potential paleontological resources that are known in the vicinity of the project. Data reported in Miller (197 1) and Jefferson (199 1)indicates there are no known nearby fossil localities. V. PALEONTOLOGICAL SENSITIVITY Overview The degree of paleontological sensitivity of any particular area is based on a number of factors, including the documented presence of fossiliferous resources on a site or in nearby areas, the presence of documented fossils within a particular geologic formation or lithostratigraphic unit, and whether or not the original depositional environment of the sediments is one that might have been conducive to the accumulation of organic remains that might have become fossilized over time. Holocene alluvium is generally considered to be geologically too young to contain significant nonrenewable paleontological resources (i.e., fossils) and is thus typically assigned a low paleontological sensitivity. Pleistocene (over 11,700 years old) alluvial and alluvial fan deposits in Orange County, however, often yield important terrestrial vertebrate fossils, such as extinct mammoths, mastodons, giant ground sloths, extinct species of horse, bison, camel, and others (Jefferson 1991). These Pleistocene sediments are thus accorded a High paleontological resource sensitivity. Professional Standards The Society of Vertebrate Paleontology (SVP 2010) has drafted guidelines that include four categories of paleontological sensitivity for geologic units (formations) that might be impacted by a proposed project, as listed below: • High Potential: Rock units from which vertebrate or significant invertebrate, plant, or trace fossils have been recovered. • Undetermined Potential: Rock units for which little information is available concerning their paleontological content, geologic age, and depositional environment, and that further study is needed to determine the potential of the rock unit. • Low Potential: Rock units that are poorly represented by fossil specimens in institutional collections or based on a general scientific consensus that only preserve fossils in rare circumstances. 7 Paleontological Assessment for the 17802 Irvine Boulevard Project • No Potential: Rock units that have no potential to contain significant paleontological resources, such as high-grade metamorphic rocks and plutonic igneous rocks. Using these criteria, based on a Holocene age for the surficial sedimentary deposits at the project, and the regional geology, a low paleontological potential may be assigned to the project. VI. CONCLUSIONS AND RECOMMENDATIONS The existence of Holocene young alluvial deposits at the project and the lack of any known fossil specimens or fossil localities from within a several-mile radius encompassing the subject property supports the recommendation that paleontological monitoring need not be required during earth disturbance activities at the 17802 Irvine Boulevard Project. However, if fossils of any sort are discovered during grading and earthmoving activities, a paleontologist must be retained to develop a Paleontological Resources Impact Mitigation Program (PRIMP) consistent with the provisions of CEQA, those of the City of Tustin, and those of the guidelines of the SVP (2010). Implementation of the PRIMP would mitigate any adverse impacts (loss or destruction) to potential nonrenewable paleontological resources, if present, to a level below significant. PRIMP If fossils are inadvertently discovered, a suggested PRIMP is outlined below. The following suggested PRIMP, when implemented, would reduce potential impacts to paleontological resources to a level below significant. Paleontological monitoring may be reduced on the observations and recommendations of the professional-level project paleontologist: 1. If paleontological resources are discovered during earth disturbance activities, the discovery shall be cordoned off with a 100-foot radius buffer so as to protect the discovery from further potential damage, and a county-qualified paleontologist shall be consulted to assess the discovery. If the discovery is determined to be significant by the paleontologist, a PRIMP shall be implemented, which will include notification of appropriate personnel involved and monitoring of earth disturbance activities: 1. Monitoring of mass grading and excavation activities in areas identified as likely to contain paleontological resources shall be performed by a qualified paleontologist or paleontological monitor. Monitoring will be conducted full-time in areas of grading or excavation in undisturbed sedimentary deposits. 8 Paleontological Assessment for the 17802 Irvine Boulevard Project 2. Paleontological monitors will be equipped to salvage fossils as they are unearthed to avoid construction delays. The monitor must be empowered to temporarily halt or divert equipment to allow removal of abundant or large specimens in a timely manner. Monitoring may be reduced if the potentially fossiliferous units are not present in the subsurface, or, if present, are determined on exposure and examination by qualified paleontological personnel to have low potential to contain fossil resources. The monitor shall notify the project paleontologist, who will then notify the concerned parties of the discovery. 3. Paleontological salvage during trenching and boring activities is typically from the generated spoils and does not delay the trenching or drilling activities. Fossils are collected and placed in cardboard flats or plastic buckets and identified by field number, collector, and date collected. Notes are taken on the map location and stratigraphy of the site, which is photographed before it is vacated, and the fossils are removed to a safe place. On mass grading projects, discovered fossil sites are protected by flagging to prevent them from being overrun by earthmovers (scrapers) before salvage begins. Fossils are collected in a similar manner, with notes and photographs being taken before removing the fossils. Precise location of the site is determined with the use of handheld GPS units. If the site involves remains from a large terrestrial vertebrate, such as large bone(s) or a mammoth tusk, that is/are too large to be easily removed by a single monitor, a fossil recovery crew shall excavate around the find, encase the find within a plaster and burlap jacket, and remove it after the plaster is set. For large fossils, use of the contractor's construction equipment may be solicited to help remove the jacket to a safe location. 4. Isolated fossils are collected by hand, wrapped in paper, and placed in temporary collecting flats or five-gallon buckets. Notes are taken on the map location and stratigraphy of the site, which is photographed before it is vacated, and the fossils are removed to a safe place. 5. Particularly small invertebrate fossils typically represent multiple specimens of a limited number of organisms, and a scientifically suitable sample can be obtained from one to several five-gallon buckets of fossiliferous sediment. If it is possible to dry screen the sediment in the field, a concentrated sample may consist of one or two buckets of material. For vertebrate fossils, the test is usually the observed presence of small pieces of bones within the sediments. If present, as many as 20 to 40 five- gallon buckets of sediment can be collected and returned to a separate facility to wet- screen the sediment. 6. In accordance with the "Microfossil Salvage" section of the Society of Vertebrate Paleontology guidelines (2010:7), bulk sampling and screening of fine-grained sedimentary deposits (including carbonate-rich paleosols) must be performed if the deposits are identified to possess indications of producing fossil "microvertebrates" to 9 Paleontological Assessment for the 17802 Irvine Boulevard Project test the feasibility of the deposit to yield fossil bones and teeth. 7. In the laboratory, individual fossils are cleaned of extraneous matrix, any breaks are repaired, and the specimen, if needed, is stabilized by soaking in an archivally approved acrylic hardener(e.g., a solution of acetone and Paraloid B-72). 8. Recovered specimens are prepared to a point of identification and permanent preservation (not display), including screen-washing sediments to recover small invertebrates and vertebrates. Preparation of individual vertebrate fossils is often more time-consuming than for accumulations of invertebrate fossils. 9. Identification and curation of specimens into a professional, accredited public museum repository with a commitment to archival conservation and permanent retrievable storage (e.g., the former Cooper Center facility of OC Parks) shall be conducted. The paleontological program should include a written repository agreement prior to the initiation of mitigation activities. Prior to curation, the lead agency (e.g., the City of Tustin) will be consulted on the repository/museum to receive the fossil material. 10. A final report of findings and significance will be prepared, including lists of all fossils recovered and necessary maps and graphics to accurately record their original location(s). The report, when submitted to, and accepted by, the appropriate lead agency, will signify satisfactory completion of the project program to mitigate impacts to any potential nonrenewable paleontological resources (i.e., fossils) that might have been lost or otherwise adversely affected without such a program in place. VII. CERTIFICATION I hereby certify that the statements furnished above and in the attached exhibits present the data and information required for this paleontological report, and that the facts, statements, and information presented are true and correct to the best of my knowledge and belief, and have been compiled in accordance with CEQA criteria. June 30, 2022 Todd A. Wirths Date Senior Paleontologist California Professional Geologist No. 7588 VIII. REFERENCES Eisentraut, P.J. and Cooper, J.D. 2002. Final Report, Development of a model curation program for Orange County's Archaeological & Paleontological Collections. Unpublished report prepared for the County of Orange, Public Facilities and Resources Department, Harbors, 10 Paleontological Assessment for the 17802 Irvine Boulevard Project Beaches and Parks, Santa Ana, California. Greenwood, R.B., and Pridmore, C.L. 2001. Liquefaction Zones in the Anaheim and Newport Beach 7.5-Minute Quadrangles, Orange County, California, 1997, revised 2001; in Seismic Hazard Zone Report for the Anaheim and Newport Beach 7.5-Minute Quadrangles, Orange County, California; Seismic Hazard Zone Report 03, California Division of Mines and Geology. Jefferson, G.T. 1991. A catalogue of late Quaternary vertebrates from California: Part two, mammals. Natural History Museum of Los Angeles County, Technical Reports, no. 7:I— v+ 1-129. Miller, W.E. 1971. Pleistocene vertebrates of the Los Angeles Basin and vicinity (exclusive of Rancho La Brea). Bulletin of the Los Angeles County Museum of Natural History; Science (Number 10, 124 pp.). Morton, D.M. and Miller, F.K. 2006. Geologic map of the San Bernardino and Santa Ana 30' x 60' quadrangles, California: U.S. Geological Survey Open-File Report 06-1217, scale 1:100,000. Richards, M.M. 2022. Untitled paleontological records search letter for the 17802 Irvine Boulevard Project, for Brian F. Smith and Associates, Inc., Poway, California, by OC Parks, Irvine, California. (attached) Society of Vertebrate Paleontology. 2010. Standard procedures for the assessment and mitigation of adverse impacts to paleontological resources; by the SVP Impact Mitigation Guidelines Revision Committee. Electronic document, https://vertpaleo.org/wp- content/uploads/2021/O1/SVP_Impact Mitigation—Guidelines-l.pdf. Sprotte, E.C., Fuller, D.R., Greenwood, R.B., Mumm, H.A., Real, C.R. and Sherburne, R.W., editors. 1980. Classification and mapping of Quaternary sedimentary deposits for purposes of seismic zonation, south coastal Los Angeles Basin, Orange County, California: California Division of Mines and Geology Open-File Report 80-19LA, 4 plates. 11 Paleontological Assessment for the 17802 Irvine Boulevard Project APPENDIX A Qualifications of Key Personnel vnitkY c� , TOJJ A. Wirths, MS, PG No. 7588 i Senior Paleontologist 15rian r.Swath and Associates,Inc. J{. 14010 Poway Road•Suite A• `'Ii7or� ,Y:l'4L`� • Phone:(858)679-8218•rax:(858)679-9896•E-Mail:twirths®6fsa-ca.com EclUCation Master of Science, Geological Sciences, San Diego State University, California 1995 Bachelor of Arts, Earth Sciences, University of California, Santa Cruz 1992 Professional Certifications California Professional Geologist #7588, 2003 Riverside County Approved Paleontologist San Diego County Qualified Paleontologist Orange County Certified Paleontologist OSHA HAZWOPER 40-hour trained; current 8-hour annual refresher Professional memberships Board member, San Diego Geological Society San Diego Association of Geologists; past President (2012) and Vice President (201 1) South Coast Geological Society Southern California Paleontological Society Experience Mr. Wirths has more than a dozen years of professional experience as a senior-level paleontologist throughout southern California. He is also a certified California Professional Geologist. At BFSA, Mr. Wirths conducts on-site paleontological monitoring, trains and supervises junior staff, and performs all research and reporting duties for locations throughout Los Angeles, Ventura, San Bernardino, Riverside, Orange, San Diego, and Imperial Counties. Mr. Wirths was formerly a senior project manager conducting environmental investigations and remediation projects for petroleum hydrocarbon- impacted sites across southern California. Selected Recent Reports 2019 Paleontological Assessment for the 10575 Foothill Boulevard Project, City of Rancho Cucamonga, San Bernardino County, California. Prepared for T&B Planning, Inc. Report on file at Brian F. Smith and Associates, Inc., Poway, California. 2019 Paleontological Assessment for the Morningstar Marguerite Project, Mission Viejo, Orange County, California. Prepared for T&B Planning. Report on file at Brian F. Smith and Associates, Inc., Poway, California. Groan r.Smith and Associates,Inc. 2 2019 Paleontological Monitoring Report for the Nimitz Crossing Project, City of San Diego. Prepared for Voltaire 24, LP. Report on file at Brian F. Smith and Associates, Inc., Poway, California. 2019 Paleontological Resource Impact Mitigation Program (PRIMP)for the Jack Rabbit Trail Logistics Center Project, City of Beaumont, Riverside County, California. Prepared for JRT BP 1, LLC. Report on file at Brian F. Smith and Associates, Inc., Poway, California. 2020 Paleontological Monitoring Report for the Oceanside Beachfront Resort Project, Oceanside, San California. Prepared for S.D. Malkin Properties. Report on file at Brian F. Smith and Associates, Inc., Poway, California. 2020 Paleontological Resource Impact Mitigation Program for the Nakase Project,Lake Forest, Orange County, San California. Prepared for Glenn Lukos Associates, Inc. Report on file at Brian F. Smith and Associates, Inc., Poway, California. 2020 Paleontological Resource Impact Mitigation Program for the Sunset Crossroads Project, Banning, Riverside County. Prepared for NP Banning Industrial, LLC. Report on file at Brian F. Smith and Associates, Inc., Poway, California. 2020 Paleontological Assessment for the Ortega Plaza Project, Lake Elsinore, Riverside County. Prepared for Empire Design Group. Report on file at Brian F. Smith and Associates, Inc., Poway, California. 2020 Paleontological Resource Record Search Update for the Green River Ranch III Project, Green River Ranch Specific Plan SP00-001, City of Corona, California. Prepared for Western Realco. Report on file at Brian F. Smith and Associates, Inc., Poway, California. 2020 Paleontological Assessment for the Cypress/Slover Industrial Center Project, City of Fontana, San Bernardino County, California. Prepared for T&B Planning, Inc. Report on file at Brian F. Smith and Associates, Inc., Poway, California. 2020 Paleontological Monitoring Report for the Imperial Landfill Expansion Project (Phase VI, Segment C-2), Imperial County, California. Prepared for Republic Services, Inc. Report on file at Brian F. Smith and Associates, Inc., Poway, California. 2021 Paleontological Assessment for the Manitou Court Logistics Center Project, City of Jurupa Valley, Riverside County, California. Prepared for Link Industrial. Report on file at Brian F. Smith and Associates, Inc., Poway, California. 2021 Paleontological Resource Impact Mitigation Program for the Del Oro (Tract 36852) Project, Menifee, Riverside County. Prepared for D.R. Horton. Report on file at Brian F. Smith and Associates, Inc., Poway, California. 2021 Paleontological Assessment for the Alessandro Corporate Center Project(Planning Case PR-2020- 000519), City of Riverside, Riverside County, California. Prepared for OZI Alessandro, LLC. Report on file at Brian F. Smith and Associates, Inc., Poway, California. 2021 Paleontological Monitoring Report for the Boardwalk Project, La Jolla, City of San Diego. Prepared for Project Management Advisors, Inc. Report on file at Brian F. Smith and Associates, Inc., Poway, California. Paleontological Assessment for the 17802 Irvine Boulevard Project APPENDIX B Fossil Locality Search Report - - Community Resources Brian F. Smith and Associates, Inc. DYLAN WRIGHT 14010 Poway road, Suite A OR OCCOMMUNITY Y' Powa California 92064 OC CYMANTHA ATKINSON ASSISTANT DIRECTOR Mr. Wirths: OC COMMUNITY RESOURCES JULIE LYONS I have thoroughly searched our paleontology collection records for the locality DIRECTOR and specimen data for the proposed 17802 Irvine Boulevard project in the city ADMINISTRARIVE SERVICES of Tustin, Orange County, project area as outlined on the portion of the map ANDI BERNARD that you sent to me via e-mail on May 9, 2022. DIRECTOR OC ANIMAL CARE The project area is mapped as young alluvial fan deposits. The area is adjacent to JULIA BIDWELL old alluvial fan deposits and very old alluvial fan deposits. We do not have records DIRECTOR of any fossil localities lying directly within the proposed site boundaries. There are OC HOUSING&COMMUNITY no recorded localities with fossils from young alluvial fan deposits within a one mile DEVELOPMENT radius of the proposed project site, however there are a few within a five mile RENEE RAMIREZ radius. Taxa recovered from these localities include fish (Serranidae), DIRECTOR Peromyscus, bivalves including clams (Macoma) and oysters (Ostrea), and snails OC COMMUNITY SERVICES (Turritella), as well as wood fragments. STACY BLACKWOOD DIRECTOR Shallow excavations in the young alluvial fan deposits in the proposed project area OC PARKS are unlikely to uncover any significant vertebrate fossils. Deeper excavations into JULIE QUILLMAN Pleistocene alluvium have a greater potential to produce fossils. If fossils are COUNTYLIBRARIAN recovered, then sediment samples should also be collected and processed to OC PUBLIC LIBRARIES determine the potential for micro-vertebrate fossils in the proposed project area. This records search covers only the Orange County Paleontology Collections curated at the Cooper Lab. It is not intended to be a thorough paleontological survey of the proposed project area covering other institutional records, a literature survey, or any potential on-site survey. The Natural History Museum of Los Angeles County and the San Diego Museum of Natural History both have extensive collections originating from Orange County and should also be consulted to evaluate the paleontological impact risk. Literature Cited: 1. Morten, D.M. and F.K. Miller. 2006. Geologic Map of the San Bernardino and Santa Ana 30' x 60' quadrangles, California. U.S. Geological Survey Open File Report 2006-1217. Respectfully yours, 7;zaQ May 27, 2022 ■ Meena Madan Richards paxks Paleontology Specialist 13042 OLD MYFORD ROAD OC Parks IRVINE,CA 92602 PHONE:866.00PARKS DRAFT PARTNE Engineering and Science, Inc.' N PHASE I ENVIRONMENTAL SITE ASSESSMENT REPORT 17802 and 17842 Irvine Blvd. 17802 and 17842 Irvine Boulevard Tustin, California 92780 Report Date: October 5, 2021 Partner Project No. 21-336657.1 i Prepared for: Intracorp SW, LLC 895 Dove Street, Suite 400 Newport Beach, California 92660 DRAFT PAffNER Engineering and Science Inc. October 5, 2021 Ms. Emilie Simard Intracorp SW, LLC 895 Dove Street, Suite 400 Newport Beach, California 92660 Subject: Phase I Environmental Site Assessment 17802 and 17842 Irvine Blvd. 17802 and 17842 Irvine Boulevard Tustin, California 92780 Partner Project No. 21-336657.1 Dear Ms. Simard: Partner Engineering and Science, Inc. (Partner) is pleased to provide the results of the Phase 1 Environmental Site Assessment (Phase I ESA) report of the abovementioned address (the "subject property"). This assessment was performed in conformance with the scope and limitations as detailed in the ASTM Practice El 527-13 Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process. This assessment included a site reconnaissance as well as research and interviews with representatives of the public, property ownership, site manager, and regulatory agencies. An assessment was made, conclusions stated, and recommendations outlined. We appreciate the opportunity to provide environmental services to you. If you have any questions concerning this report, or if we can assist you in any other matter, please contact me at 310-622-8855. Sincerely, Debbie Stott Principal 2154 Torrance Blvd., Suite 200, Torrance, CA 90501 0 Phone 800-419-4923 0 Fax 866-928-7418 DRAFT EXECUTIVE SUMMARY Partner Engineering and Science, Inc. (Partner) has performed a Phase I Environmental Site Assessment (ESA) in accordance with the scope of work and limitations of ASTM Standard Practice E1527-13, the Environmental Protection Agency Standards and Practices for All Appropriate Inquiries (AAI) (40 CFR Part 312) and set forth by Intracorp SW, LLC for the property located at 17802 and 17842 Irvine Boulevard in Tustin, Orange County, California (the "subject property"). The Phase I Environmental Site Assessment is designed to provide Intracorp SW, LLC with an assessment concerning environmental conditions (limited to those issues identified in the report) as they exist at the subject property. Partner understands that the subject property is being redeveloped with multi-family residential apartments and the current building being demolished. Property Description The subject property is located on the south side of Irvine Boulevard, east of Prospect Avenue, within a mixed commercial and residential area of Orange County. Please refer to the table below for further description of the subject property: Subject Property Data Address: 17802 and 17842 Irvine Boulevard, Tustin, California Property Use: Commercial- Office Land Acreage (Ac): 2.37 Ac Number of Buildings: 1 Number of Floors: 1 to 2 Gross Building Area (SF): 47,583 SF (Total) Date of Construction: 1971 Assessor's Parcel Number (APN): APN 401-141-13 (Parcel 2 of Parcel A) and 401-141-57 (Parcel 3 of Parcel A) Current Tenants: Two office tenants, 38 vacant office suites Site Assessment Performed By: Janet Tentler of Partner Site Assessment Conducted On: April 23, 2021 The subject property is currently developed with the Tustin Business Center. The subject property consists of two 2-story office buildings with paved parking on the east, west, south sides of the buildings. Onsite operations consist of office space. At the time of Partner's site reconnaissance, two office spaces were occupied, while the remaining 38 office spaces were unoccupied. In addition to the current structures, the subject property is also improved with asphalt-paved parking area, associated landscaping, and drainage features. Due to access restrictions imposed by subject property management and/or ownership, this assessment did not include observations of interior areas of the subject property. No hazardous substances or petroleum products were observed on the subject property during the site reconnaissance. No evidence of aboveground storage tanks (ASTs) or underground storage tanks (USTs) such as fill ports, piping, or vent pipes was observed or reported onsite. Phase I Environmental Site Assessment PARTNER Project No.21-336657.1 October 5, 2021 Page DRAFT According to review of available historical data, it appears that the subject property was undeveloped or vacant land since at least 1896 until 1902; agriculturally developed from 1932 to 1963; cleared, vacant land in 1963; and developed with the existing two commercial buildings in 1971. According to city directories and records reviewed, the buildings have been occupied by commercial office tenants from 1971 to present. The agency database report obtained from Environmental Data Resources, Inc. (EDR) identified the subject property as: • Meier Chiropractic (EDR Map ID: Al), listed at 17842 Irvine Boulevard, Suite 118, is identified in the HAZNET and HWTS databases. This facility is listed in the HAZNET database for generating state-regulated wastes including "metal sludge (Alkaline solution (pH >= 12.5) with metals)" that were manifested for off-site disposal in 1995. Disposal method was listed as recycler. Based on the lack of violations and/or listing in other databases indicating a release, these listings are not expected to have created an environmental concern at the subject property. During the vicinity reconnaissance, Partner observed the following land use on properties in the immediate vicinity of the subject property: Immediately Surrounding Properties North: Irvine Boulevard, followed by Columbus Tustin Park (14712 Prospect Avenue) and Columbus Tustin Middle School (17952 Beneta Way) South: Prosect Park (Driveway), followed by single-family residences East: Gated community with single-family residences West: Office Building (17772 Irvine Boulevard), followed by Prospect Avenue No environmental concerns associated with adjacent properties were identified based on visual observation from publicly accessible rights-of-way. No potential vapor intrusion concerns were identified onsite nor from offsite facilities. According to information obtained from the California State Water Resources Board online database, GeoTracker, for a nearby release (Case Number T0605901622—Chevron #9-8149 at 13052 Newport Road) and topographic map interpretation, groundwater in the vicinity of the subject property is present between 59 to 100 feet below ground surface (bgs) and flows toward the southeast. Findings A recognized environmental condition (REQ refers to the presence or likely presence of any hazardous substances or petroleum products in, on, or at a property: due to release to the environment; under conditions indicative of a release to the environment; or under conditions that pose a material threat of a future release to the environment. The following was identified during the course of this assessment: • Partner did not identify any recognized environmental conditions during the course of this assessment. A controlled recognized environmental condition (CREQ refers to a REC resulting from a past release of hazardous substances or petroleum products that has been addressed to the satisfaction of the applicable Phase I Environmental Site Assessment PARTNER Project No.21-336657.1 October 5, 2021 Page ii DRAFT regulatory authority, with hazardous substances or petroleum products allowed to remain in place subject to the implementation of required controls. The following was identified during the course of this assessment: • Partner did not identify any controlled recognized environmental conditions during the course of this assessment. A historical recognized environmental condition (HREQ refers to 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. The following was identified during the course of this assessment: • Partner did not identify any historical recognized environmental conditions during the course of this assessment. An environmental issue refers to environmental concerns identified by Partner, which do not qualify as RECs; however, warrant further discussion. The following was identified during the course of this assessment: • Due to the age of the subject property buildings, there is a potential that asbestos-containing material (ACM) and/or lead-based paint (LBP) are present. Suspect ACMs would need to be sampled to confirm the presence or absence of asbestos prior to any renovation or demolition activities to prevent potential exposure to workers and/or building occupants. Conclusions and Opinions Partner has performed a Phase I Environmental Site Assessment in conformance with the scope and limitations of ASTM Practice E1527-13 of 17802 and 17842 Irvine Boulevard in Tustin, Orange County, California (the "subject property"). Any exceptions to, or deletions from, this practice are described in Section 1.5 of this report. With consideration of the access limitations stated herein, this assessment has revealed no evidence of recognized environmental conditions in connection with the subject property; however, environmental issues were identified. Based on the conclusions of this assessment, Partner has no recommendations for further assessment. Phase I Environmental Site Assessment PARTNER Project No.21-336657.1 October 5, 2021 Page iii DRAFT TABLE OF CONTENTS 1.0 INTRODUCTION................................................................................................................................ 1 1.1 Purpose................................................................................................................................................................................1 1.2 Scope of Work...................................................................................................................................................................1 1.3 Limitations..........................................................................................................................................................................2 1.4 User Reliance.....................................................................................................................................................................3 1.5 Limiting Conditions.........................................................................................................................................................3 2.0 SITE DESCRIPTION............................................................................................................................4 2.1 Site Location and Legal Description.........................................................................................................................4 2.2 Current Property Use......................................................................................................................................................4 2.3 Current Use of Adjacent Properties..........................................................................................................................4 2.4 Physical Setting Sources................................................................................................................................................4 2.4.1 Topography..............................................................................................................................................................4 2.4.2 Hydrology.................................................................................................................................................................5 2.4.3 Geology/Soils..........................................................................................................................................................5 2.4.4 Flood Zone Information......................................................................................................................................5 3.0 HISTORICAL INFORMATION............................................................................................................6 4.0 REGULATORY RECORDS REVIEW....................................................................................................8 4.1 Regulatory Agencies.......................................................................................................................................................8 4.1.1 Health Department...............................................................................................................................................8 4.1.2 Air Pollution Control Agency.............................................................................................................................8 4.1.3 Regional Water Quality Agency.......................................................................................................................8 4.1.4 Department of Toxic Substances Control....................................................................................................8 4.1.5 Tustin Building Division.......................................................................................................................................9 4.1.6 Tustin Planning Department..........................................................................................................................10 4.1.7 Oil &Gas Exploration........................................................................................................................................10 4.2 Mapped Database Records Search........................................................................................................................10 4.2.1 Regulatory Database Summary.....................................................................................................................10 4.2.2 Subject Property Listings.................................................................................................................................11 4.2.3 Adjacent Property Listings..............................................................................................................................11 4.2.4 Sites of Concern Listings..................................................................................................................................12 4.2.5 Orphan Listings....................................................................................................................................................12 4.3 Vapor Encroachment Screening..............................................................................................................................12 5.0 USER PROVIDED INFORMATION AND INTERVIEWS.................................................................. 13 5.1 Interviews.........................................................................................................................................................................14 5.1.1 Interview with Owner........................................................................................................................................14 5.1.2 Interview with Report User..............................................................................................................................14 5.1.3 Interview with Key Site Manager..................................................................................................................14 5.1.4 Interviews with Past Owners, Operators, and Occupants...................................................................14 5.1.5 Interviews with Others......................................................................................................................................14 5.2 User Provided Information........................................................................................................................................14 5.2.1 Title Records, Environmental Liens, and Activity and Use Limitations (AULs)............................14 5.2.2 Specialized Knowledge.....................................................................................................................................14 5.2.3 Actual Knowledge of the User.......................................................................................................................14 Phase I Environmental Site Assessment Project No.21-336657.1 PA NER October 5, 2021 Page iv DRAFT 5.2.4 Valuation Reduction for Environmental Issues.......................................................................................14 5.2.5 Commonly Known or Reasonably Ascertainable Information..........................................................15 5.2.6 Previous Reports and Other Provided Documentation.......................................................................15 6.0 SITE RECONNAISSANCE................................................................................................................. 16 6.1 General Site Characteristics.......................................................................................................................................16 6.2 Potential Environmental Hazards............................................................................................................................17 6.3 Non-ASTM Services......................................................................................................................................................18 6.3.1 Asbestos-Containing Materials (ACMs).....................................................................................................18 6.3.2 Lead-Based Paint (LBP).....................................................................................................................................19 6.3.3 Radon......................................................................................................................................................................19 6.3.4 Lead in Drinking Water.....................................................................................................................................19 6.3.5 Mold.........................................................................................................................................................................20 6.4 Adjacent Property Reconnaissance........................................................................................................................20 7.0 FINDINGS AND CONCLUSIONS.....................................................................................................21 8.0 SIGNATURES OF ENVIRONMENTAL PROFESSIONALS...............................................................22 9.0 REFERENCES.....................................................................................................................................23 Figures Figure 1 Site Location Map Figure 2 Site Plan Figure 3 Topographic Map Appendices Appendix A Site Photographs Appendix B Historical/Regulatory Documentation Appendix C Regulatory Database Report Appendix D Qualifications Phase I Environmental Site Assessment Project No.21-336657.1 PARTNER October 5, 2021 Page v DRAFT 1.0 INTRODUCTION Partner Engineering and Science, Inc. (Partner) has performed a Phase I Environmental Site Assessment (ESA) in conformance with the scope and limitations of ASTM Standard Practice E1527-13 and the Environmental Protection Agency Standards and Practices for All Appropriate Inquiries (AAI) (40 CFR Part 312) for the property located at 17802 and 17842 Irvine Boulevard in Tustin, Orange County, California (the "subject property"). Any exceptions to, or deletions from, this scope of work are described in the report. 1.1 Purpose The purpose of this ESA is to identify existing or potential Recognized Environmental Conditions (as defined by ASTM Standard E1527-13) affecting the subject property that: 1) constitute or result in a material violation or a potential material violation of any applicable environmental law; 2) impose any material constraints on the operation of the subject property or require a material change in the use thereof, 3) require clean-up, remedial action or other response with respect to Hazardous Substances or Petroleum Products on or affecting the subject property under any applicable environmental law; 4) may affect the value of the subject property; and 5) may require specific actions to be performed with regard to such conditions and circumstances. The information contained in the ESA Report will be used by Client to: 1) evaluate its legal and financial liabilities for transactions related to foreclosure, purchase, sale, loan origination, loan workout or seller financing; 2) evaluate the subject property's overall development potential, the associated market value and the impact of applicable laws that restrict financial and other types of assistance for the future development of the subject property; and/or 3) determine whether specific actions are required to be performed prior to the foreclosure, purchase, sale, loan origination, loan workout or seller financing of the subject property. This ESA was performed to permit the User to satisfy one of the requirements to qualify for the innocent landowner, contiguous property owner, or bona fide prospective purchaser limitations on scope of Comprehensive Environmental Response, Compensation and Liability Act (CERCLA) (42 U.S.C. §9601) liability (hereinafter, the "landowner liability protections," or "LLPs"). ASTM Standard El 527-13 constitutes "all appropriate inquiry into the previous ownership and uses of the property consistent with good commercial or customary practice" as defined at 42 U.S.C. §9601(35)(B). 1.2 Scope of Work The scope of work for this ESA is in accordance with the requirements of ASTM Standard El 527-13. This assessment included: 1) a property and adjacent site reconnaissance; 2) interviews with key personnel; 3) a review of historical sources; 4) a review of regulatory agency records; and 5) a review of a regulatory database report provided by a third-party vendor. Partner contacted local agencies, such as environmental health departments, fire departments and building departments in order to determine any current and/or former hazardous substances usage, storage and/or releases of hazardous substances on the subject property. Phase I Environmental Site Assessment PARTNER Project No.21-336657.1 October 5, 2021 Page 1 DRAFT Additionally, Partner researched information on the presence of activity and use limitations (AULs) at these agencies. As defined by ASTM E1527-13, AULs are the legal or physical restrictions or limitations on the use of, or access to, a site or facility: 1) to reduce or eliminate potential exposure to hazardous substances or petroleum products in the soil or groundwater on the subject property; or 2) to prevent activities that could interfere with the effectiveness of a response action, in order to ensure maintenance of a condition of no significant risk to public health or the environment. These legal or physical restrictions, which may include institutional and/or engineering controls (IC/ECs), are intended to prevent adverse impacts to individuals or populations that may be exposed to hazardous substances and petroleum products in the soil or groundwater on the property. If requested by Client, this report may also include the identification, discussion of, and/or limited sampling of asbestos-containing materials (ACMs), lead-based paint (LBP), mold, and/or radon. 1.3 Limitations Partner warrants that the findings and conclusions contained herein were accomplished in accordance with the methodologies set forth in the Scope of Work. These methodologies are described as representing good commercial and customary practice for conducting an ESA of a property for the purpose of identifying recognized environmental conditions. There is a possibility that even with the proper application of these methodologies there may exist on the subject property conditions that could not be identified within the scope of the assessment or which were not reasonably identifiable from the available information. Partner believes that the information obtained from the record review and the interviews concerning the subject property is reliable. However, Partner cannot and does not warrant or guarantee that the information provided by these other sources is accurate or complete. The conclusions and findings set forth in this report are strictly limited in time and scope to the date of the evaluations. The conclusions presented in the report are based solely on the services described therein, and not on scientific tasks or procedures beyond the scope of agreed-upon services or the time and budgeting restraints imposed by the Client. No other warranties are implied or expressed. Some of the information provided in this report is based upon personal interviews, and research of available documents, records, and maps held by the appropriate government and private agencies. This report is subject to the limitations of historical documentation, availability, and accuracy of pertinent records, and the personal recollections of those persons contacted. This practice does not address requirements of any state or local laws or of any federal laws other than the all appropriate inquiry provisions of the LLPs. Further, this report does not intend to address all of the safety concerns, if any, associated with the subject property. Environmental concerns, which are beyond the scope of a Phase I ESA as defined by ASTM include the following: ACMs, LBP, radon, and lead in drinking water. These issues may affect environmental risk at the subject property and may warrant discussion and/or assessment; however, are considered non-scope issues. If specifically requested by the Client, these non-scope issues are discussed in Section 6.3. Phase I Environmental Site Assessment PARTNER Project No.21-336657.1 October 5, 2021 Page 2 DRAFT 1.4 User Reliance Intracorp SW, LLC engaged Partner to perform this assessment in accordance with an agreement governing the nature, scope and purpose of the work as well as other matters critical to the engagement. All reports, both verbal and written, are for the sole use and benefit of Intracorp SW, LLC. Either verbally or in writing, third parties may come into possession of this report or all or part of the information generated as a result of this work. In the absence of a written agreement with Partner granting such rights, no third parties shall have rights of recourse or recovery whatsoever under any course of action against Partner, its officers, employees, vendors, successors or assigns. Any such unauthorized user shall be responsible to protect, indemnify and hold Partner, Client and their respective officers, employees, vendors, successors and assigns harmless from any and all claims, damages, losses, liabilities, expenses (including reasonable attorneys' fees) and costs attributable to such Use. Unauthorized use of this report shall constitute acceptance of and commitment to these responsibilities, which shall be irrevocable and shall apply regardless of the cause of action or legal theory pled or asserted. Additional legal penalties may apply. 1.5 Limiting Conditions The findings and conclusions contain all of the limitations inherent in these methodologies that are referred to in ASTM E1527-13. Specific limitations and exceptions to this ESA are more specifically set forth below: • Interviews with past owners, operators, and occupants were not reasonably ascertainable and thus constitute a data gap. Based on information obtained from other historical sources (as discussed in Section 3.0), this data gap is not expected to alter the findings of this assessment. • An environmental cleanup lien search was not performed. However, it is Partner's opinion that the lack of the lien search does not represent a significant data gap, in that it does not impact Partner's ability to identify recognized environmental conditions at the subject property and therefore it does not alter the conclusions of this report. A Title Commitment Report provided by Intracorp SW, LLC did not indicate environmental liens filed against the property. According to the EDR Report, NPL (Superfund) and other environmental liens are not associated with the subject property. Based on available information, no environmental liens appear to be associated with the subject property. Phase I Environmental Site Assessment PARTNER Project No.21-336657.1 October 5, 2021 Page 3 DRAFT 2.0 SITE DESCRIPTION 2.1 Site Location and Legal Description The subject property at 17802 and 17842 Irvine Boulevard is located on the south side of Irvine Boulevard, east of Prospect Avenue. The subject property was inspected by Janet Tentler of Partner on September 23, 2021. The weather at the time of the site visit was cloudy and in the mid-70s (degrees Fahrenheit). According to the Title Commitment Report, the subject property is identified by Assessor's Parcel Numbers (APNs): 401-141-13 (Parcel 2 of Parcel A) and 401-141-57 (Parcel 3 of Parcel A), and ownership has been vested in Tustin Business Center PI Properties since 2008. Please refer to Figure 1: Site Location Map, Figure 2: Site Plan, Figure 3:Topographic Map, and Appendix A: Site Photographs for the location and site characteristics of the subject property. 2.2 Current Property Use The subject property is currently occupied by the Tustin Business Center for commercial and office use. Onsite operations consist of office space. At the time of Partner's site reconnaissance, two office spaces were occupied, while the remaining 38 office spaces were unoccupied. The subject property consists of 2 two-story buildings with customer parking within the northern portion of the property and employee parking within the southern portion of the property. In addition to the current structures, the subject property is also improved with asphalt-paved parking area, associated landscaping, and drainage features. Due to access restrictions imposed by subject property management and/or ownership, this assessment did not include observations of interior areas of the subject property. 2.3 Current Use of Adjacent Properties The subject property is located within a mixed commercial and residential area of Orange County. During the vicinity reconnaissance, Partner observed the following land use on properties in the immediate vicinity of the subject property: PropertiesImmediately Surrounding North: Irvine Boulevard, followed by Columbus Tustin Park (14712 Prospect Avenue) and Columbus Tustin Middle School (17952 Beneta Way) South: Prosect Park (Driveway), followed by single-family residences East: Gated community with single-family residences West: Office Building (17772 Irvine Boulevard), followed by Prospect Avenue No environmental concerns associated with adjacent properties were identified based on visual observation from publicly accessible rights-of-way. 2.4 Physical Setting Sources 2.4.1 Topography The United States Geological Survey (USGS) Tustin, California Quadrangle 7.5-minute series topographic map was reviewed for this ESA. According to the contour lines on the topographic map, the subject Phase I Environmental Site Assessment PARTNER Project No.21-336657.1 October 5, 2021 Page 4 DRAFT property is located at approximately 138 feet above mean sea level (MSL). The contour lines in the area of the subject property indicate the area is sloping toward the southeast. A copy of the most recent topographic map is included as Figure 3 of this report. 2.4.2 Hydrology According to information obtained from the California State Water Resources Board online database, GeoTracker, for a nearby release (Case Number T0605901622—Chevron #9-8149 at 13052 Newport Road) and topographic map interpretation, groundwater in the vicinity of the subject property is present between 59 to 100 feet below ground surface (bgs) and flows toward the southeast. The closest surface water is the EI Modena Irvine Channel located approximately 0.40-miles east of the subject property. No natural surface water bodies or streams were observed on the subject property. No retention ponds were observed on the subject property. 2.4.3 Geology/Soils The site is located in the Peninsular Ranges geomorphic province. The Peninsular Ranges are a northwest- southwest oriented complex of blocks separated by similarly trending faults. They extend from the Transverse Ranges and the Los Angeles Basin south to the Mexican border and beyond to the tip of Baja California and are bounded on the east by the Colorado Desert and the Gulf of California. The Peninsular Ranges contain minor Jurassic and extensive Cretaceous igneous rocks associated with the Nevadan plutonism. Marine Cretaceous sedimentary rocks are well represented and post-Cretaceous rocks form a restricted veneer of volcanic, marine, and nonmarine sediments. The U. S. Department of Agriculture's (USDA) Soil Conservation Service (SCS) National Cooperative Soil Survey soil maps were reviewed. According to the USDA, the soils underlying the subject property are currently mapped as Mocho loam. These soils consist of well drained alluvium derived from sedimentary rock. Slopes range from 0 to 2 percent. 2.4.4 Flood Zone Information Partner performed a review of the Flood Insurance Rate Map, published by the Federal Emergency Management Agency. According to Community Panel Number 06059C0164J, dated December 3, 2009, the subject property appears to be located in Zone X, an area with a 0.2% Annual Chance Flood Hazard, Areas of 1% annual chance flood with average depth less than one foot or with drainage areas of less than one square mile. Phase I Environmental Site Assessment PARTNER Project No.21-336657.1 October 5, 2021 Page 5 DRAFT 3.0 HISTORICAL INFORMATION Partner obtained historical use information about the subject property from a variety of sources. Information regarding past land use was obtained by a review of historical aerial photographs, historical Sanborn Fire Insurance maps, city directories, and historical topographic maps of the subject property and surrounding area obtained from Environmental Data Resources (EDR) in September 2021. Copies of the historical resources are included in Appendix B. EDR reported that SanbornTm Fire Insurance Maps were not available for the subject property. A chronological listing of the historical data found is summarized in the table below. 1896, 1901, 1:62,500 Topographic The subject property and immediately 1902 Map surrounding area are depicted as vacant land. Various improved roads and railroad lines are shown throughout the surrounding area. 1932, 1935, 1:24,000; Topographic The subject property appears to be partially 1942, 1948, 1:62,500 Map agriculturally developed or vacant land. 1949, 1950 Scattered residences/farming structures are located to the west and southeast of the 1938, 1946, 1"=500' Aerial subject property. Prospect Avenue is located 1952, 1963 Photograph further to the west. By 1963, Irvine Boulevard is located adjacent to the north. Residential properties are located to the west of Prospect Avenue. 1966 1"=500' Aerial The subject property appears to be cleared, Photograph vacant land. A small structure is located on the southeast corner of the site. Surrounding properties consist of a park to the north, residential properties to the east, and south, and a small structure to the west. 1971 17802 Irvine Building Dept. New Commercial Building (offices & retail) at Boulevard Records 17802 Irvine Blvd. 1972, 1981 1:24,000 Topographic The subject property appears to be developed Map with the two existing buildings. Irvine Boulevard is located adjacent to the north. An 1972, 1977, 1"=500' Aerial increase in residential commercial development 1985, 1989, Photograph is evident to the surrounding area. 1994, 1995, Surrounding properties consist of a park to the 2002, 2005, north, residential properties to the east, and 2009, 2012, south, and a vacant parcel to the west. By 2016 1977, a commercial building is located adjacent to the west. 1973-2014 17802 and City Directories Multiple Commercial Listings 17842 Irvine Phase I Environmental Site Assessment PARTNER Project No.21-336657.1 October 5, 2021 Page 6 DRAFT Blvd. 2012 1:24,000 Topographic Current street configuration is shown. Ma 2021 17802 and Site Visit Two commercial buildings with 2 tenants. 17842 Irvine Boulevard According to review of available historical data, it appears that the subject property was undeveloped or vacant land since at least 1896 until 1902; agriculturally developed from 1932 to 1963; cleared, vacant land in 1963; and developed with the existing two commercial buildings in 1971. According to city directories and records reviewed, the buildings have been occupied with commercial office tenants from 1971 to present. Common agricultural practices can result in residual concentrations of fertilizers, pesticides or herbicides in near-surface soil, though not generally at concentrations that pose a significant health risk. It is Partner's opinion that, since the majority of the subject property has been graded, redeveloped, and paved, remaining pesticide or herbicide residues, if any, are likely to have been dispersed during these construction activities and are therefore unlikely to impact human health or the environment. Accordingly, no further investigation is recommended regarding potential residual pesticides. Phase I Environmental Site Assessment PARTNER Project No.21-336657.1 October 5, 2021 Page 7 DRAFT 4.0 REGULATORY RECORDS REVIEW 4.1 Regulatory Agencies 4.1.1 Health Department Regulatory Agency Data Name of Agency: Orange County Health Care Agency (OCHCA) Point of Contact: Custodian of Records Agency Address: 1241 Dyer Road, Suite 100, Santa Ana, California Agency Phone Number: (714) 433-6000 Date of Contact: September 24, 2021 Method of Communication: Online Request Summary of Communication: As of the date of this report, Partner has not received a response from the OCHCA for inclusion in this report. 4.1.2 Air Pollution Control Agency Regulatory Agency Data Name of Agency: South Coast Air Quality Management District (SCAQMD) Point of Contact: Lisa Ramos Agency Address: 21865 Copley Drive, Diamond Bar, California Agency Phone Number: (909) 396-3700 Date of Contact: September 24, 2021 Method of Communication: Online Record Search Summary of Communication: The online search, SCAQMD's Facility INformation Detail (FIND) database, did not identify either subject property's address. 4.1.3 Regional Water Quality Agency Regulatory Agency Data Name of Agency: Regional Water Quality Control Board (RWQCB) Point of Contact: http://geotracker.waterboards.ca.gov/) Agency Address: 3737 Main Street, Riverside, California Agency Phone Number: (951) 782-4499 Date of Contact: September 24, 2021 Method of Communication: Online Summary of Communication: The subject property address was not identified on the RWQCB GeoTracker online database. 4.1.4 Department of Toxic Substances Control Regulatory Agency Data Name of Agency: California Department of Toxic Substances Control (DTSC) Point of Contact: https://www.envirostor.dtsc.ca.gov/public/and http://hwts.dtsc.ca.gov/ Agency Address: 1001 1 Street, Sacramento, California 95814 Agency Phone Number: (800) 728-6942 Phase I Environmental Site Assessment PAFffNE,R Project No.21-336657.1 October 5, 2021 Page 8 DRAFT Regulatory Agency Data Date of Contact: September 24, 2021 Method of Communication: Online Summary of Communication: The subject property address was not identified on the online DTSC EnviroStor database. The subject property was identified in the online Hazardous Waste Tracking System database, as discussed below. ID Facility Inactive Number Name/Address Status Date Waste The facility was listed as a 41300 Meier Chiropractic Inactive June 30, generator of the following CAL0001 /17842 Irvine Blvd. 1990 hazardous waste: "metal sludge" in 1995. 4.1.5 Tustin Building Division Regulatory Agency Data Name of Agency: Tustin Building Division Point of Contact: Building Technician Agency Address: 300 Centennial Way, Tustin, California Agency Phone Number: (714) 573-3000 Date of Contact: September 24, 2021 Method of Communication: Online Summary of Communication: Numerous permits were on file with the City of Tustin for 17802 Irvine Boulevard. Records were provided via email for review, as further discussed in the following table. Building Records Reviewed for 17802 and 17842 Irvine Boulevard(Subject Property) Year(s) Owner/Applicant Description 12-14-1970 Broadmoor Square West Block Wall Permit 12-15-1970 Broadmoor Square West Grading Permit 04-27-1971 Broodmoor Square New Commercial Building (offices & retail) at 17802 Irvine Blvd. 06-27-1972 Broadmoor Square West Professional Certificate of Tenant Use and Occupancy Phase I Environmental Site Assessment PARTNER Project No.21-336657.1 October 5, 2021 Page 9 DRAFT 4.1.6 Tustin Planning Department Regulatory Agency Data Name of Agency: Tustin Planning Department Point of Contact: Building Technician Agency Address: 300 Centennial Way, Tustin, California Agency Phone Number: (714) 573-3000 Date of Contact: September 24, 2021 Method of Communication: Online Summary of Communication: The subject property is zoned C-1 for Retail Commercial with a R-1 overlay for Single-Family Residential 4.1.7 Oil& Gas Exploration Regulatory Agency Data Name of Agency: California Department of Conservation, Geologic Energy Management Division (CaIGEM) Point of Contact: http://maps.conservation.ca.gov/doggr/index.htmI#close Agency Address: 801 K Street, MS 18-05, Sacramento, California 95814 Agency Phone Number: (916) 445-9686 Date of Contact: September 24, 2021 Method of Communication: Online Summary of Communication: According to CaIGEM, no oil or gas wells are located on or adjacent to the subject property. Copies of pertinent documents are included in Appendix B of this report. 4.2 Mapped Database Records Search Information from standard federal, state, county, and city environmental record sources was provided by Environmental Data Resources, Inc. (EDR). Data from governmental agency lists are updated and integrated into one database, which is updated as these data are released. The information contained in this report was compiled from publicly available sources and the locations of the sites are plotted utilizing a geographic information system, which geocodes the site addresses. The accuracy of the geocoded locations is approximately +/-300 feet. Using the ASTM definition of migration, Partner considers the migration of hazardous substances or petroleum products in any form onto the subject property during the evaluation of each site listed on the radius report, which includes solid, liquid, and vapor. 4.2.1 Regulatory Database Summary Radius Report Data Database Search Radius Subject Adjacent Sites of (mile) Property Properties Concern Federal NPL or Delisted NPL Site 1.00 N N N Federal CERCLIS Site 0.50 N N N Federal CERCLIS-NFRAP Site 0.50 N N N Federal RCRA CORRACTS Facility 1.00 N N N Phase I Environmental Site Assessment PARTNER Project No.21-336657.1 October 5, 2021 Page 10 DRAFT Radius Report Data Database Search Radius Subject Adjacent Sites of (mile) Property Properties Concern Federal RCRA TSDF Facility 0.50 N N N Federal RCRA Generators Site (LQG, SQG, 0.25 N Y N CESQG) Federal IC/EC Registries 0.50 N N N Federal ERNS Site Property N N N State/Tribal Equivalent NPL 1.00 N N N State/Tribal Equivalent CERCLIS 1.00 N N N State/Tribal Landfill/Solid Waste Disposal Site 0.50 N N N State/Tribal Leaking Storage Tank Site 0.50 N N N State/Tri baI Registered Storage Tank Sites 0.25 N N N (UST/AST) State/Tribal Voluntary Cleanup Sites (VCP) 0.50 N N N State/Tribal Spills 0.50 N N N Federal Brownfield Sites 0.50 N N N State Brownfield Sites 0.50 N N N EDR MGP Varies N N N EDR US Hist Auto Station Varies N N N EDR US Hist Cleaners Varies N N N Miscellaneous Databases (HAZNET, HWTS) Varies Y 4.2.2 Subject Property Listings The agency database report obtained from Environmental Data Resources, Inc. (EDR) identified the subject property as: • Meier Chiropractic (EDR Map ID: Al), listed at 17842 Irvine Boulevard, Suite 118, is identified in the HAZNET and HWTS databases. This facility is listed in the HAZNET database for generating state-regulated wastes including "metal sludge (Alkaline solution (pH >= 12.5) with metals)" that were manifested for off-site disposal in 1995. Disposal method was listed as recycler. Based on the lack of violations and/or listing in other databases indicating a release, these listings are not expected to have created an environmental concern at the subject property. 4.2.3 Adjacent Property Listings The adjacent properties were identified in multiple databases, as discussed below: • Barbara Sproat (EDR Map ID: A2), is listed at 362 Prospect Park, adjacent to the south and hydrologically down-gradient of the subject property, beyond Irvine Boulevard. The facility is identified in the RCRA NonGen database. No RCRA violations were listed. Based on the regulatory status and lack of listings in other databases indicating violations and/or a release, this listing is not considered to have created an environmental concern to the subject property. Based on the findings, vapor migration is not expected to represent a significant environmental concern at this time. Phase I Environmental Site Assessment PARTNER Project No.21-336657.1 October 5, 2021 Page 11 4.2.4 Sites of Concern Listings No sites of concern are identified in the regulatory database report. 4.2.5 Orphan Listings No orphan listings of concern are identified in the regulatory database report. A copy of the regulatory database report is included in Appendix C of this report. 4.3 Vapor Encroachment Screening Partner reviewed the environmental database records identified in the EDR Radius Report and evaluated each reported site relative to a subsurface vapor encroachment condition, respective a known release, the chemicals of concern, the distance that contaminants are likely to migrate based on local geological and hydrological conditions, sub-grade utility corridors and preferential pathways, structural components, mitigation devices, and other reasonable factors. The subsurface vapor encroachment screening was completed in general conformance with ASTM International Designation: E2600-15: Standard Guide for Vapor Encroachment Screening on Property Involved in Real Estate Transactions ("ASTM Guide E2600-15") using Tier 1 Screening procedures. 4.3.1 On-Site Sources for a Vapor Encroachment Condition Based on a review of previous reports, agency records, and current site observations, on-site sources with the potential to create a subsurface vapor encroachment concern to the subject property and its receptors were not identified. As such, a subsurface vapor encroachment condition on the subject property relative to an on-site contaminant source does not exist. 4.3.2 Off-Site Sources for a Vapor Encroachment Condition Based on Partner's review of the Radius Report, no off-site properties with the potential to create a subsurface vapor encroachment concern to the subject property and its receptors were identified. No off- site properties with a documented open release of petroleum hydrocarbons were identified within the critical distance - 30 feet up-gradient, cross-gradient, or down-gradient of the subject property in the Radius Report. No off-site properties with a documented release of other contaminants of concern such chlorinated volatile organic hydrocarbons were identified within the critical distance - 100 feet up- gradient, cross-gradient, or down-gradient of the subject property in the Radius Report. Based on the physical setting of the subject property and the findings from historical and regulatory records review, an off-site source for a subsurface vapor encroachment condition was not identified in association with the subject property. As such, a subsurface vapor encroachment condition on the subject property relative to off-site contaminant source does not exist. Phase I Environmental Site Assessment PARTNER Project No.21-336657.1 October 5, 2021 Page 12 5.0 USER PROVIDED INFORMATION AND INTERVIEWS In order to qualify for one of the Landowner Liability Protections (LLPs) offered by the Small Business Liability Relief and Brownfields Revitalization Act of 2001 (the Brownfields Amendments), the User must conduct the following inquiries required by 40 CFR 312.25, 312.28, 312.29, 312.30, and 312.31. The User should provide the following information to the environmental professional. Failure to provide this information could result in a determination that all appropriate inquiries is not complete. The User is asked to provide information or knowledge of the following: • Review Title and Judicial Records for Environmental Liens and AULs • Specialized Knowledge or Experience of the User • Actual Knowledge of the User • Reason for Significantly Lower Purchase Price • Commonly Known or Reasonably Ascertainable information • Degree of Obviousness • Reason for Preparation of this Phase I ESA Fulfillment of these user responsibilities is key to qualification for the identified defenses to CERCLA liability. Partner requested our Client to provide information to satisfy User Responsibilities as identified in Section 6 of the ASTM guidance. Pursuant to ASTM E1527-13, Partner requested the following site information from Intracorp SW, LLC (User of this report). ResponsibilitiesUser Item Provided By Not Provided Discussed Does Not User By User Below Apply AAI User Questionnaire X Title Records, Environmental Liens, and AULs X Specialized Knowledge X Actual Knowledge X Valuation Reduction for Environmental Issues X Identification of Key Site Manager Section 5.1.3 Reason for Performing Phase I ESA Section 1.1 Prior Environmental Reports X Other X Phase I Environmental Site Assessment PARTNER Project No.21-336657.1 October 5, 2021 Page 13 5.1 Interviews 5.1.1 Interview with Owner The owner of the subject property, identified as Tustin Business Center-PI Properties L.P., was not available to be interviewed at the time of the assessment. 5.1.2 Interview with Report User Please refer to Section 5.2 below for information requested from the Report User. Because the Report User is a buyer, it is understood that the Report User would not have knowledge of the property that would significantly impact our ability to satisfy the objectives of this assessment. The lack of this information is not considered to represent a significant data gap. 5.1.3 Interview with Key Site Manager A key site manager was not provided to be interviewed at the time of this assessment. 5.1.4 Interviews with Past Owners, Operators, and Occupants Interviews with past owners, operators, and occupants were not conducted since information regarding the potential for contamination at the subject property was obtained from other sources. 5.1.5 Interviews with Others As the subject property is not an abandoned property as defined in ASTM 1527-13, interviews with others were not performed. 5.2 User Provided Information 5.2.1 Title Records, Environmental Liens, and Activity and Use Limitations(AULs) Partner was provided with a Commitment for Title Insurance issued by First American Title Insurance Company dated July 9, 2021. According to the Title Insurance, the title to the subject property is currently vested in Tustin Business Center-PI Properties L.P., a California limited Partnership. No apparent environmental liens or AULs were identified for the subject property based on the review of the Preliminary Report for Title Insurance (Appendix B). 5.2.2 Specialized Knowledge No specialized knowledge of environmental conditions associated with the subject property was provided by the User at the time of the assessment. 5.2.3 Actual Knowledge of the User No actual knowledge of any environmental lien or AULs encumbering the subject property or in connection with the subject property was provided by the User at the time of the assessment. 5.2.4 Valuation Reduction for Environmental Issues No knowledge of valuation reductions associated with the subject property was provided by the User at the time of the assessment. Phase I Environmental Site Assessment PARTNER Project No.21-336657.1 October 5, 2021 Page 14 5.2.5 Commonly Known or Reasonably Ascertainable Information The User did not provide information that is commonly known or reasonably ascertainable within the local community about the subject property at the time of the assessment. 5.2.6 Previous Reports and Other Provided Documentation No previous reports or other pertinent documentation was provided to Partner for review during the course of this assessment. Phase I Environmental Site Assessment PARTNER Project No.21-336657.1 October 5, 2021 Page 15 6.0 SITE RECONNAISSANCE The weather at the time of the site visit was sunny and clear. Refer to Section 1.5 for limitations encountered during the field reconnaissance and Sections 2.1 and 2.2 for subject property operations. The table below provides the site assessment details: Site Assessment Data Site Assessment Performed By: Janet Tentler Site Assessment Conducted On: September 23, 2021 The table below provides the subject property personnel interviewed during the field reconnaissance: Site Personnel for 17802 and 117842 Irvine Boulevard(Subject Property) Name Title/Role Contact Number Site Walk* Yes/No Emilie Simard Project Manager (949) 724-5923 No *Accompanied Partner during the field reconnaissance activities and/or provided information pertaining to the current operations and maintenance of the subject property. Environmental concerns were not identified during the onsite reconnaissance. 6.1 General Site Characteristics 6.1.1 Solid Waste Disposal Solid waste generated at the subject property is disposed of in commercial dumpsters located south on the subject property. An independent solid waste disposal contractor, CR&R Environmental Services, removes solid waste from the subject property. No evidence of illegal dumping of solid waste was observed during the Partner site reconnaissance. 6.1.2 Sewage Discharge and Disposal Sanitary discharges on the subject property are directed into the municipal sanitary sewer system. The City of Tustin services the subject property vicinity. No wastewater treatment facilities or septic systems were observed or reported on the subject property. 6.1.3 Surface Water Drainage Storm water is removed from the subject property primarily by sheet flow action across the paved surfaces towards storm water drains located throughout the subject property and in the public right of way. Site storm water from roofs, landscaped areas, and paved areas is directed to on-site concrete swales, which drain to the public right of way, and to on-site storm water drains. The subject property is connected to a municipal owned and maintained sewer system. The subject property does not appear to be a designated wetland area, based on information obtained from the United States Fish & Wildlife Service; however, a comprehensive wetlands survey would be required in order to formally determine actual wetlands on the subject property. No surface Phase I Environmental Site Assessment PARTNER Project No.21-336657.1 October 5, 2021 Page 16 impoundments, wetlands, natural catch basins, settling ponds, or lagoons are located on the subject property. No drywells were identified on the subject property. 6.1.4 Source of Heating and Cooling Southern California Edison and The Gas Company Heating provided electricity and natural gas to the site vicinity. 6.1.5 Wells and Cisterns No aboveground evidence of wells or cisterns was observed during this assessment. 6.1.6 Wastewater Domestic wastewater generated at the subject property is disposed by means of the sanitary sewer system. No industrial process is currently performed at the subject property. 6.1.7 Septic Systems No septic systems were observed or reported on the subject property. 6.1.8 Additional Site Observations No additional general site characteristics were observed during the site reconnaissance. 6.2 Potential Environmental Hazards 6.2.1 Hazardous Substances and Petroleum Products Used or Stored at the Site No hazardous substances or petroleum products were observed on the subject property during the site reconnaissance. 6.2.2 Aboveground & Underground Hazardous Substance or Petroleum Product Storage Tanks (ASTs/USTs) No evidence of current or former ASTs or USTs was observed during the site reconnaissance. 6.2.3 Evidence of Releases No spills, stains or other indications that a surficial release has occurred at the subject property were observed. 6.2.4 Polychlorinated Biphenyls (PCBs) Older transformers and other electrical equipment could contain PCBs at a level that subjects them to regulation by the U.S. EPA. PCBs in electrical equipment are controlled by United States Environmental Protection Agency regulations 40 CFR, Part 761. Under the regulations, there are three categories into which electrical equipment can be classified: 1) Less than 50 parts per million (ppm) of PCBs— "Non-PCB;" 2) 50 ppm-500 ppm — "PCB-Contaminated;" and, 3) Greater than 500 ppm — "PCB-Containing." The manufacture, process, or distribution in commerce or use of any PCB in any manner other than in a totally enclosed manner was prohibited after July 2, 1979. Phase I Environmental Site Assessment PARTNER Project No.21-336657.1 October 5, 2021 Page 17 The onsite reconnaissance addressed indoor and outdoor transformers that may contain PCBs. Two pad- mounted transformers were observed on the subject property. Southern California Edison (SCE) maintains ownership and operational responsibility for the transformers and that the units do not contain PCBs. Based on the good condition of the equipment, the transformers are not expected to represent a significant environmental concern. Additionally, no other potential PCB-containing equipment (interior transformers, oil-filled switches, hoists, lifts, dock levelers, hydraulic elevators, balers, etc.) was observed on the subject property during Partner's reconnaissance. 6.2.5 Strong, Pungent or Noxious Odors No strong, pungent or noxious odors were evident during the site reconnaissance. 6.2.6 Pools of Liquid No pools of liquid were observed on the subject property during the site reconnaissance. 6.2.7 Drains, Sumps and Clarifiers No drains, sumps, or clarifiers, other than those associated with storm water removal, were observed on the subject property during the site reconnaissance. 6.2.8 Pits, Ponds and Lagoons No pits, ponds or lagoons were observed on the subject property. 6.2.9 Stressed Vegetation No stressed vegetation was observed on the subject property. 6.2.10 Additional Potential Environmental Hazards No additional environmental hazards, including landfill activities or radiological hazards, were observed. 6.3 Non-ASTM Services 6.3.1 Asbestos-Containing Materials (ACMs) Asbestos is the name given to a number of naturally occurring, fibrous silicate minerals mined for their useful properties such as thermal insulation, chemical and thermal stability, and high tensile strength. The Occupational Safety and Health Administration (OSHA) regulation 29 CFR 1926.1101 requires certain construction materials to be presumed to contain asbestos, for purposes of this regulation. Construction materials including, but not limited to, thermal system insulation (TSI), surfacing material, and asphalt/vinyl flooring that are present in a building and that have not been appropriately tested may be considered "presumed asbestos-containing material" (PACM). The subject property buildings were constructed in 1972. Based on the date of construction, there is a potential that asbestos to be present. According to the US EPA, ACM and PACM that is intact and in good condition can, in general, be managed safely in-place under an Operations and Maintenance (O&M) Program until removal is dictated by renovation, demolition, or deteriorating material condition. Prior to Phase I Environmental Site Assessment PARTNER Project No.21-336657.1 October 5, 2021 Page 18 any disturbance of the construction materials within this facility, a comprehensive ACM survey is recommended. Partner understands that Intracorp SW, LLC intends to demolish the buildings and redevelop the subject property.The ACMs should be property abated per applicable regulations during demolition activities. 6.3.2 Lead-Based Paint(LBP) Lead is a highly toxic metal that affects virtually every system of the body. LBP is defined as any paint, varnish, stain, or other applied coating that has 1 mg/cm2 (or 5,000 ug/g or 0.5% by weight) or more of lead. Based on the age of the subject property buildings (pre-1978), there is a potential that LBP is present. 6.3.3 Radon Radon is a colorless, odorless, naturally occurring, radioactive, inert, gaseous element formed by radioactive decay of radium (Ra) atoms. The US EPA has prepared a map to assist National, State, and local organizations to target their resources and to implement radon-resistant building codes. The map divides the country into three Radon Zones, according to the table below: EPA Radon Zones EPA Zones Average Predicted Radon Levels Potential Zone 1 Exceed 4.0 pCi/L Highest Zone 2 Between 2.0 and 4.0 pCi/L Moderate Zone 3 Less than 2.0 pCi/L Low It is important to note that the EPA has found homes with elevated levels of radon in all three zones, and the US EPA recommends site-specific testing in order to determine radon levels at a specific location. However, the map does give a valuable indication of the propensity of radon gas accumulation in structures. Radon sampling was not conducted as part of this assessment. Review of the US EPA Map of Radon Zones places the subject property in Zone 3. Based upon the radon zone classification, radon is not considered to be a significant environmental concern. 6.3.4 Lead in Drinking Water According to available information, a public water system operated by the City of Tustin Water Services serves the subject property vicinity. According to the City of Tustin Water Services website, the sources of public water for the City of Tustin are blend of local ground water wells, and imported water connections originating from Northern California and the Colorado River by Metropolitan Water District of Southern California via the Municipal Water District of Orange County. According to the City of Tustin and the 2021 Annual Water Quality Report, water supplied to the subject property is in compliance with all State and Federal regulations pertaining to drinking water standards, including lead and copper. Water sampling was not conducted to verify water quality. Phase I Environmental Site Assessment PARTNER Project No.21-336657.1 October 5, 2021 Page 19 6.3.5 Mold Molds are microscopic organisms found virtually everywhere, indoors and outdoors. Mold will grow and multiply under the right conditions, needing only sufficient moisture (e.g.in the form of very high humidity, condensation, or water from a leaking pipe, etc.) and organic material (e.g., ceiling tile, drywall, paper, or natural fiber carpet padding). Partner was not provided access to, or photos of, interior areas of the subject property. As such, a visual survey for evidence of mold growth or water intrusion was not conducted. 6.4 Adjacent Property Reconnaissance The adjacent property reconnaissance consisted of observing the adjacent properties from the subject property premises. No items of environmental concern were identified on the adjacent properties during the site assessment, including hazardous substances, petroleum products, ASTs, USTs, evidence of releases, PCBs, strong or noxious odors, pools of liquids, sumps or clarifiers, pits or lagoons, stressed vegetation, or any other potential environmental hazards. Phase I Environmental Site Assessment PARTNER Project No.21-336657.1 October 5, 2021 Page 20 7.0 FINDINGS AND CONCLUSIONS Findings A REC refers to the presence or likely presence of any hazardous substances or petroleum products in, on, or at a property: due to release to the environment; under conditions indicative of a release to the environment; or under conditions that pose a material threat of a future release to the environment. The following was identified during the course of this assessment: • Partner did not identify any recognized environmental conditions during the course of this assessment. A CREC refers to a REC resulting from a past release of hazardous substances or petroleum products that has been addressed to the satisfaction of the applicable regulatory authority, with hazardous substances or petroleum products allowed to remain in place subject to the implementation of required controls. The following was identified during the course of this assessment: • Partner did not identify any controlled recognized environmental conditions during the course of this assessment. A HREC refers to 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. The following was identified during the course of this assessment: • Partner did not identify any historical recognized environmental conditions during the course of this assessment. An environmental issue refers to environmental concerns identified by Partner, which do not qualify as RECs; however, warrant further discussion. The following was identified during the course of this assessment: • Due to the age of the subject property buildings, there is a potential that ACM and/or LBP are present. Suspect ACMs would need to be sampled to confirm the presence or absence of asbestos prior to any renovation or demolition activities to prevent potential exposure to workers and/or building occupants. Conclusions and Opinions Partner has performed a Phase I Environmental Site Assessment in conformance with the scope and limitations of ASTM Practice E1527-13 of 17802 and 17842 Irvine Boulevard in Tustin, Orange County, California (the "subject property"). Any exceptions to, or deletions from, this practice are described in Section 1.5 of this report. With consideration of the access limitations stated herein, this assessment has revealed no evidence of recognized environmental conditions in connection with the subject property; however, environmental issues were identified. Based on the conclusions of this assessment, Partner has no recommendations for further assessment. Phase I Environmental Site Assessment PARTNER Project No.21-336657.1 October 5, 2021 Page 21 8.0 SIGNATURES OF ENVIRONMENTAL PROFESSIONALS Partner has performed a Phase I Environmental Site Assessment of the property located at 17802 and 17842 Irvine Boulevard in Tustin, Orange County, California in conformance with the scope and limitations of the protocol and the limitations stated earlier in this report. Exceptions to or deletions from this protocol are discussed earlier in this report. By signing below, Partner declares that, to the best of our professional knowledge and belief, we meet the definition of Environmental Professional as defined in §312.10 of 40 CFR §312. Partner has the specific qualifications based on education, training, and experience to assess a property of the nature, history, and setting of the subject property. Partner has developed and performed the all appropriate inquiries in conformance with the standards and practices set forth in 40 CFR Part 312. Prepared By: of I Heather Hodgetts Senior Scientist Reviewed By: Og Debbie Stott, P.G. Senior Author Phase I Environmental Site Assessment PARTNER Project No.21-336657.1 October 5, 2021 Page 22 9.0 REFERENCES Reference Documents American Society for Testing and Materials, Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process, ASTM Designation: E1527-13 Environmental Data Resources, Inc. (EDR), September 2021 Federal Emergency Management Agency, Federal Insurance Administration, National Flood Insurance Program, Flood Insurance Map, accessed via internet, September 2021 United States Department of Agriculture, Natural Resources Conservation Service, accessed via internet, September 2021 United States Department of Agriculture, Natural Resources Conservation Service, Web Soil Survey, accessed via the internet, September 2021 United States Environmental Protection Agency, EPA Map of Radon Zones (Document EPA-402-R-93-071), accessed via the internet, September 2021 United States Geological Survey, accessed via the Internet, September 2021 Phase I Environmental Site Assessment PARTNER Project No.21-336657.1 October 5, 2021 Page 23 FIGURES 1 SITE LOCATION MAP 2 SITE PLAN 3 TOPOGRAPHIC MAP PARTNER J r. A., PL Subject Propel B'd�kd w. 1�• .Fcf.�,n_ t�nr_� !a 0 " H1.I. n pulkl°I LJ'-- .L51e� '�1 :L. I ua,. L• 1 ?.T KEY: Subject Property Drawing Not To Scale FIGURE 1: SITE LOCATION MAP PARTNER Project No. 21-336657.1 P ti. r Office Building 17772 Irvine Blvd. Residential R Prope I A B ` . D T � r a I f ' xx �i ar Residential n P tial l si�Il2 i. :11 � N GROUNDWATER KEY:�-Subject Property FLOT—Transformer D—Dumpster FIGURE SITE PLAN PARTNER Project No.211-336657.1 II�zy na CamIj Cf A'frtJ r1 Vf j 1 T -- Di �--- �� ( � {lam(` :Jr,Fri :_ -- L .f � J II 11 EAFVY00 r 1n� 11 ri 1 . l � ._ . 1 61 ��-- „ w t 17TH a ST� N LJf_.. I JL w — _ T. FNr, J.u I \ r1� v.4Lrvar,Rtrp;at�E 1 J177 �1IF ............ al---��--/ PLJf—,�F ARRENfVF r F PST C �Sl — �� LjW57� —. J`� r _ w y � rnru sr F w� rw sr _ 55 r ��._.a � cl,X11_ -_1�._ r r, ��— I' '� C� liwlsrHsr� Fsrrisr qmu,- to ZD Tl y r t r � J B ka L �Y Nis l� Villa '. f Vc71df?ClCia USGS 7.5 Minute Tustin and Orange, California Quadrangles KEY: Created: 2012 Subject Property Q FIGURE 3: TOPOGRAPHIC MAP PAUNER Project No.21-336657.1 APPENDIX A: SITE PHOTOGRAPHS PARTNER �' 3' �UST11W , I. Subject Property, Tustin Business Center 2. Subject Property, Tustin Business Center c 3. Subject Property, 17802 Irvine Boulevard 4. Subject Property, 17802 Irvine Boulevard 5. Subject Property, 17802 Irvine Boulevard 6. Subject Property, 17802 Irvine Boulevard APPENDIX A: SITE PHOTOGRAPHS PARTNER Project No.21-336657.1 tg.r r t . 4 II II ^y w. 7. Subject Property, 17802 Irvine Boulevard 8. Subject Property, 17802 Irvine Boulevard n , a _ r 9. Subject Property, 17802 Irvine Boulevard 10. Subject Property, 17842 Irvine Boulevard � Way 11. Subject Property, 17842 Irvine Boulevard 12. Subject Property, 17842 Irvine Boulevard APPENDIX A: SITE PHOTOGRAPHS PARTNER Project No.21-336657.1 x 13. Subject Property, 17842 Irvine Boulevard 14. Subject Property, 17842 Irvine Boulevard r^ 15. Subject Property, 17842 Irvine Boulevard 16. Subject Property, 17802 Irvine Boulevard _ � T w 17. Driveway between 17802 and 17842 Irvine 18. Sampling Points (geotech) behind 17802 Irvine Boulevard, looking North Boulevard APPENDIX A: SITE PHOTOGRAPHS PARTNER Project No.21-336657.1 i k L V d�bf �i vuV� 19. Neighboring Property to the West, 17772 Irvine 20. Neighboring Property to the West, 17772 Irvine Boulevard Boulevard ,-1 21. Neighboring Property to the South 22. Neighboring Property to the North, Columbus Tustin Park r mum r ek 4 i 23. Neighboring Property to the South 24. Neighboring Property to the East APPENDIX A: SITE PHOTOGRAPHS PARTNER Project No.21-336657.1 APPENDIX B: HISTORICAL/REGULATORY DOCUMENTATION PARTNER (FIEDR' Aerial Photograph Year: 1938 robMue M d �ro 4 .gqMyr(i�MF WPI.r.i�,M P# ryryryyyypN ��•y,�NM# M'�e ♦ryiiiW MT 'iW �F qy trw Ww 'n .W r4 �"IIyF,i �'w� w..M�wbiC��v w,MmaaurWN �q�"w+Mwue. ¢ I r I tlN N41i4v I+� ��- I M �M. ,I W+M " . ,,w„��,r, nom, M WIM wro Tm- oM. r baa4 , 4 Ib �* �^ K j a P uP ,p ” I T 500 1000 2000 Key: Subject Property APPENDIX B: AERIAL PHOTOGRAPHS UNER Project No. 21-336657.1 6651002 - 8 page 3 (FIEDR- Aerial Photograph Year- 1946 'C Cd G,•"'. CEYti.t 4 M�Yr '-'"' •� �,� wulK .� ,. CN d a N P k�akt;�* � tF W�'�-"ti�,"� �-"�.::�.. i "�tr� �p � � � iktt C �`tt«„• 4. N� C Y a. t } YF, L N Why NC,#.M I(,L�ryry 1 N.1CC r+iN 'b:\`d�l"Sfwiid#�4t wC� }LtN1F LFF[p( + r� eC �k�� } T61 tw } KIt. � tk�{ C k $; E1,�t� \ ' Y � � � t C� sdt� � SC � � RhC C Ck �.,� CtiK Lx a J p � C 4� ,N C. �xh” L¢ '". ��i�•� 't#' ";i W� & ¢R,,�¢:C'SIC 1.• R M1 !! x 1 t ..*001.{,s KY F g� C"R E a t Lt; C irS CCS°12 ' kWtt k��ti t '�« � `, .�.Cx� ' ,"}4»tibFCyib �' , h Cpa'MR N, aa¢E yK a` % � C� f S Ck bChijet �4��5 Wh�s 4 T-,-� r��' y�y,q, �`[ ARK 4 �F x tr�n�. '�` F��r tNM1 �FSihF �L A�� ri `K t ■yyy x.Wi�. {.'.{ 'Gaa4 qKi; aryL K}thN LL l \ 4 L.wyM1�Ny4gN i\i iN Sitl,F N 4'\5 GL Y, EEE iiiiii ♦♦Y!! Y 'Li �.`IIFF y �xY�,' q iYLMi4 kLd p$1,44\Nh�x 5 N F wMk ty �°1N4C N $ _F� yMF♦� C t:Lu �.j{pp#+��'air ° �•iy�Wf k�w,', xe xi���L t, N, �iW\w L ", • i 'Mtr �i i�it Mi,�Tjw+»N *' "Fiq+,�.T4.""+YM°4 iw 'WkLC p C7RitLR6n' { �•xhw iti � ll � �% q Itl.i'yp, 6�k �r N x C'�}} ���,�. ik F Kh � gg��1p { �}, .�w� r LWK h h ♦ Y �L N M1RRW1Ni4MYll{ 4YMLkY4} } }NFLN .M,q L .. '•�� CSS "�t '�. "�"� �+"�qt� ,F#� �,�F � � �� ��C¢CC�.��3'r' # ."�YL i4,h �SLM � 'Ctrl :yLa.l �4R� t . .. , p " L , tlY r*2A c- ZIM"iChk #¢$ F` d iyNr :}{N t; F�¢• �., CCS r��M. xR.� � 0rN d;"� Y.e .�� �' �ta������kt kN6"1'N� tN A;.L�N t�'h�.kCyFh ar .#�$� "".i: h �r � hn}Aa s , L4 �h�L tC�.»xx� •� � "yybKWIK F.1 Mho}�� t' rsy � ��'} Y �i f` k$3Xe�AhkY4. 5\4! t: r•• .t�¢{Y{�.kbp h. Cktxx 11 ii R �"o Fr C�,R^ i. C.. "N�•kiC� �Fw ���`� ii 4 � C F y9 A N���4\.�° � mr pp I it »r r r i r y 1t- P Y �+ r � � � 40 Or A "Y�" !• Fi M1F.4 N 1�� h � � L r x + k �` I T 500 1000 2000 Key- Subject Property APPENDIX B: AERIAL PHOTOGRAPHS UNER Project No. 21-336657.1 6651002 - 8 page 4 0EDR" Aerial Photograph Year: 1952 17J111'XXJLIIiM[, '11 Lill Lt. . Chit, � Y Y`Ie a�19.��1 s g i � i� w GYM " y Yy C ��" d Cs�.:a,A ' ��• :� C :f A�i`��� ` A m,C « °' ".IEpY I�,., Y I� p ?.�dd CCEiT � C C Tey .uw. py'�, i{iGq. w d�, I4 to R r, � � &c�� i i vw C ; �Y LC �➢ $ � 4"C ,i.Aa Y ���wd �d,l�, °���CG�CGe;L4 a �VYB��Y' 4Wa4�Y1a�9,`ie "•r, W �'� a A AI. "9 f �1± W � 1q PCkOJ C w F w � pCig CG7Y�`YGiuiY Pon i -114, { C..��.i " " 1 fpp9tl.aine. �r t�Yk.. f4,1 l�Yffi y �,,'�rN/!<i • k'1 uai YRBR'q��M �� �.y?Y' � 1���9� YuKfl� %'� ° ^ Y* W, `yYitl ; `"K,�r1 i wkv, aft X I 7 500 1000 2000 Key: Subject Property APPENDIX B: AERIAL PHOTOGRAPHS UNER Project No. 21-336657.1 6651002 - 8 page 5 (FIEDR- Aerial Photograph Year- 1963 •'�* ,i� I I R r p +1y .. 4 #yiF,.yyaa.i.-.i.+M.■, +� yI. Jm 7- f� _ +•• � _ ""r•� � ..'�..µ� a., �." Wim_ i ru " a a. T } i 41, sm •� y"�� �tl max"d.. - " 11 yw �'�' ����'� i 4° ':BMW 1i•"' �.. SIL yy �. m I..v."y,. a .: • z ° I" d• �, � yj ,qJJJJJ` I "4� ��{�, a.�,�+f"a" � fir✓, � On y R IrlY.iw� .�1 I T 500 1000 2000 Key- Subject Property APPENDIX B: AERIAL PHOTOGRAPHS UNER Project No. 21-336657.1 6651002 - 8 page 6 (FIEDR- Aerial Photograph Year: 1966 . -41 M1 R V 4 ..I"MM, 1t • n 8 p 8 x m X 4A eb# tib' An C Ail F 4d ri � n�a �b �°I w,e •rte p � ^ "" tet ,.� g' �, , �J�,, 'fix a ".W„$+�a� �°�9� � �° �o" y� 'y�, � � ➢ � " *� "� � o(1a1 uta , �K - w " 4 T I T 500 1000 2000 Key: Subject Property APPENDIX B: AERIAL PHOTOGRAPHS Project No. 21-336657.1 PARTNER 6651002 - 8 page 7 Ak It _ Y•F!" �Rt'� � y" y�k x W -a� ■ M, 4 r: p IIM o " " 40 qr mYY..�rw ba7 L. � � �,•�r `�,. *wig. litI { • r���p',�' �`"' t, �, � � psi 1 � a , I� r.Jr A J' �r A— e pi,: a "r ■ y F • I p I" �uY� i4 op , e • i d A 4 �" Aa ,y Ir.w . w .� ti. AFf iill a vp It IN 44 , , m � '`, •",' � �" ,�' ,� I� -", 4 .lam ,.�,� #a " f° I N. Y' f * ° r , i " }r ° a • _ A , w - e r — y M � Mw ; � a �a , w a r x JtY �i i ��. , •M° Af o , see • • •• _ r • Nn',. r � n . v � M 'fY N R' 1I • ��' � �+a 'IY .iW. r ,Y'.� ,a 4 � ':36 � N m 4% ..., �N Y 1 � q , w ,.n p �P a It Ir r. s n r. w - o u — a 04 NOW �. zt w Y r` a qfIt WI r v • • 1 • ' � — • •• .• — ��1- k � � - P � - � "'�� �.. k �'���!.1,�r, ru �'#"°'�Rr "'.,'yly,. •�".."Y_.�� � ^�. a �1�,'I�r.��,a�� k bI° ����I f " k • e �. „ - k= jr _ kms, ,k •-• � .-�.� �- 10 � ��'�� w 5� o IIL w b - ., .. x n +y ' r J b. J y y r a m � fit' � R �. r .171 _• -3 .." „ .,. Ar 'A m- 627 kyP z M i r � -.#� � # t , 4sOt - w w , x , r MC Od _ .411 - pG n f Aw, 40 r� .r e �0 - NMI , - , romire. , . , to �y e - � " b 4° I " Ow P 11 F .. • 8 �` • Y : b , ' a see see � . • • �. � `'� :Ili IL (FIEDR- Aerial Photograph Year: 1994 , w WCA a4 it�,:--M"' 4,� L r 2r T yy p d M5 ; , 4 y� w :' „ ¢ � �A" -, :� r--•' �^, a,_ � ��"^a"yn ,�,y�y, �, 1+ 411 ww _ ° A 0 1 , � ., aJ y.rL. r T yy YI�I nu M - , w y s ' 1'r ➢ eH. '' � wV��� i� r �`� it �� �' ,,.I ,r^ Wo + „ arm 4► II t �a � ! i a, r ' f� +'-� � ;�',r.1�: .-4—•'P. �` � yA'. d "F INrr.rw" ,rayl i �46 F t..,Owi 4 �r . •- I T 500 1000 2000 Key: Subject Property APPENDIX B: AERIAL PHOTOGRAPHS Project No. 21-336657.1 PARTNr.R 6651002 - 8 page 12 �EDR Aerial Photograph Year: 1995 n � �P +{ I ' ti� t. a-, ��...-,..4„I,-,—,�ice. �. .s I'L.. !'_., s-�,.�` �.'`�.r•, *� ��"'.. . �. � �,h �,.� � �- �"R.. 7.i: 'Mx „ r r=�11�'��,r* � i. - � }-�k� •M� :^"�"il t It all 6�� � � ■' r :�� ,r�� � "��4'Nt � +-r_ 4 .-r e 14, ^ -C 7. I r „ t I _ r Dg �' ►'7R"'�� .:p, , •� 1 ' { ' ab .11+1,An '. T N P .. y •�. `� Y+� a.�.r, x �.. � ylxm,�� —�. * d�m�'y r Ilk Rk lk Wit t:-r"'d.4 �,h „«r �'P .'q„ �, ](I' 5 ''.�.�"°aa .. _11Y�k4� e�i�. y �',I.� . _ r•I� n... ,.. ' x e �W I VwwWWW! yy�x a xk r” 4 jA x rw Ae IL tZ I r r� a, , 1 + r I N 500 1000 2000 Key: Subject Property APPENDIX B: AERIAL PHOTOGRAPHS Project No. 21-336657.1 PARTNER 6651002 - 8 page 13 � � �,� ".air �� � , -•-ar ,� �'• *'� r IA - '46 .,, ie � Y ,•—a, "N., r ,J �- r' f a�,.� , —R !' ' k � f y I*+iY r+._9� ,r p• . 1�' �'«rJl I #y.• 1� 1 �� � � 1 '4, ' �", a � Siw�r �� � �' � .1' x .� µ� (ju Tit kin no NOW NIP46 0 �' '�IF� a Ma_ - .y •$I+'7 .1 � a,, ilk �� .. •.��1�� ., � � 1 y"1 "' '� _ � ,....., _. a tom: ,.._- a.. � f.0 r q �J iy'•..#, '/ r •� . w _ � ..amu_ Y .,.� '� �' __ .,.. + , y 4 ` a 9 tl p. �. , , n ir - •e IL • x , n i+ I1rY k ! ./ . IFt �r µ , off ' � .N J� re• � iw�� L,.y, .•n , �*OM jr�- r 1, lot Vf r jk0r■e r , T "Ok is see see i e„ , p y o �� •" � � �� � a �..� _. +�" -� a�"�� � -: � ^tp"'"�" ^ • — ••— _ n. r '� d �„ •.q+ . yw J'a , .. 3MY �" �,h •91�'1 ., �' a '+w" �' d ° ° n kL , y , • R y yy �I�tlwi 'A w R JF N r. �( , , „ � w y Sl �.� ° Woo Ion WL ry,ar aft' y •' R d , 4 Y.. I , w s r� ' FWk� , Mm w � ' , , �. Itr AIL ° m LT d 1 r -F t • y� M I w •• ••• ••• see me tT r 5 • 4' Ai 1- M- 'I 'IAL AF I F f4- 4,� wk IL is 7 0. nor" 16 timll ct R NY 00 t r7- dot- 7 �t LL j libfili t 40 r7l 10. is see 0.0- �EDR" Aerial Photograph Year: 2012 7. wu T saw Y , g r A •y T �P t .:*,Rye i"' _ v a , „ - n m a , " - mow,. , w r e_ sJ46 40 w I T 500 1000 2000 Key: Subject Property APPENDIX B: AERIAL PHOTOGRAPHS Project No. 21-336657.1 PARTNER 6651002 - 8 page 17 .. ' 1'.« � w '� IL -r . :"�" -w I r-+d • ,1 _ " � � � � � rP i �r y 9L` .04'la4 m w M IL IAW— i g " A, ;� i,!" •W.,'�P6'," P of leap It r , , " R _ _ r. ti d , w , ,,•.r • Mh . r -r' I'�1 III '�, �. *^,. M. tirc •• ••• ••• • - ••- _ 17802 and 17842 Irvine Boulevard 17802 and 17842 Irvine Boulevard Tustin, CA 92780 Inquiry Number: 6651002.3 September 07, 2021 ....................�����cwmr i t i ' I ............. I 1 6 Armstrong Road, 4th floor Shelton, CT 06484 ECR Toll Free: 800.352.0050 www.edrnet.com Certified Sanborn® Map Report 09/07/21 Site Name: Client Name: 17802 and 17842 Irvine Boulev Partner Engineering and Science, Inc. 17802 and 17842 Irvine Boulev 2154 Torrance Blvd, Suite 200 CEDR"' Tustin, CA 92780 Torrance, CA 90501-0000 EDR Inquiry# 6651002.3 Contact: Evelyn Perez The Sanborn Library has been searched by EDR and maps covering the target property location as provided by Partner Engineering and Science, 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 # 19E1-4EB5-9298 , PO# 21-336657.1 ` Project 21-336657.1 Ver UNMAPPED PROPERTY Sanborn®Library search results This report certifies that the complete holdings of the Sanborn Library, Certification#: 19E1-4EB5-9298 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 ►r EDR Private Collection The Sanborn Library LLC Since 1866- Limited Permission To Make Copies Partner Engineering and Science,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 legal advice. Copyright 2021 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. 6651002 - 3 page 2 17802 and 17842 Irvine Boulevard 17802 and 17842 Irvine Boulevard Tustin, CA 92780 Inquiry Number: 6651002.5 September 15, 2021 The EDR-City Directory Image Report 6 Armstrong Road Shelton,CT 06484 800.352.0050 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 MAILING OF ANY SUCH WARRANTIES,INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FORA PARTICULAR USE OR PURPOSE ALL RISK IS ASSUM ED BY THE USER.IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES,INC. BE LIABLETO ANYONE,WHETHERARISING OUT OF ERRORS OROMISSIONS, NEGLIGENCE,ACCIDENT ORANY OTHER CAUSE, FORANY LOSS OR DAMAGE,INCLUDING,WITHOUT LIMITATION,SPECIAL,INCIDENTAL,CONSEQUENTIAL,OR EXEMPLARY DAMAGES.ANY LIABILITY ON THE PART OF ENVIRONM ENTAL DATA RESOURCES,INC.IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FORTHIS 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. Co pyrig ht 2020 by Enviro n mental Data Resources,Inc. Al I rig hts reserved. Reprod uctio n in any med ia o r 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 afiliates. All other trad emarks used herein are the property of their respective owners. EXECUTIVE SUMMARY DESCRIPTION Environmental Data Resources,Inc.'s(EDR)City Directory Report is ascreening tool designed to assist environmental professionals in evaluating potential liability on atarget 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.Thesestandard sources of property information complement and enhance each otherto providea more comprehensive report. EDRis licensed to reproduce certain City Directoryworks by thecopyright holders of thoseworks.The purchaserof this EDR City Directory Report may include it in report(s)delivered to a customer. Reproduction of City Directories without permission of the publishero rlicensed vendormay beaviolationof copyright. Data by infoUSA C©pyrightC,2008 All Rights Reserved RESEARCH SUMMARY The following research sources were consulted in the preparation of this report.Acheck mark indicates where information was identified in the source and provided in this report. Year Target Street Cross Street Source 2014 Q 1-1 EDR Digital Archive 2010 R1 ❑ EDR Digital Archive 2005 R1 ❑ EDR Digital Archive 2000 Q 1-1 EDR Digital Archive 1995 Q 1-1 EDR Digital Archive 1992 R1 ❑ EDR Digital Archive 1987 R1 ❑ Haines Criss-Cross Directory 1982 Q F1 Haines Criss-Cross Directory 1976 Q F1 Haines Criss-Cross Directory 1973 R1 ❑ Haines Criss-Cross Directory 1962 ❑ ❑ Luskey City Directory 6651002-5 Page FINDINGS TARGET PROPERTY STREET 17802 and 17842 Imine Boulevard Tustin, CA 92780 Year CD Image Source IRVINE BLVD 2014 pg A2 EDR Digital Archive 2010 pg A5 EDR Digital Archive 2005 pg A9 EDR Digital Archive 2000 pg A14 EDR Digital Archive 1995 pg A15 EDR Digital Archive 1992 pg A19 EDR Digital Archive 1987 pg A33 Haines Criss-Cross Directory 1987 pg A34 Haines Criss-Cross Directory 1982 pg A35 Haines Criss-Cross Directory 1982 pg A36 Haines Criss-Cross Directory 1976 pg A37 Haines Criss-Cross Directory 1976 pg A38 Haines Criss-Cross Directory 1976 pg A39 Haines Criss-Cross Directory 1973 pg A40 Haines Criss-Cross Directory 1973 pg A41 Haines Criss-Cross Directory 1962 Luskey City Directory Targetand Adjoining not listed in Source 6651002-5 Page 2 FINDINGS CROSS STREETS No Cross Streets Identified 6651002-5 Page 3 City Directory Images Target Street Cross Street Source ✓ - EDR Digital Archive IRVINE BLVD 2014 17671 ADELSON TESTAN BRUNDO &JIMENEZ ADELSON, TESTON ALL CARE SERVICES BACA WALTER E LAW CORPORATION BIRNBAUM, WENDY J DECRONA KELLY CPA DECRONA DIANE M ATTY AT LAW DEMMERLE KENNETH T DINNEBEIR DEMMERLE &WERTS DINNEBIER RICHARD A ATTY DNT FINANCIAL GRAPHICS &ADS GRECO PETER L CPA JB ENTERPRISE INC KELLY JIM CPA MARTIN CHARLES THE LAW OFFICES OF MATHIEU &CO MATHIEU ERROL CPA PAYNTER REALTY& INVESTMENTS INC RUDDY BOB FARMERS INS AGENT SABO INSURANCE SERVICES SILER DANNY CPA TRENTON ADAMS ASSOCIATE WEAVER THOMAS D ATTY WERTS MARK D ATTY WYNNE DONALD J LAW OFFICES OF 17702 CANGELOSI & HOLMES INC CPAS DEWBERRY WILLIAM CPA HANGER DALE E CPA HANGER, DALE E INNONATIVE SCIENTIFIC SOLUTIONS RECCHIA DOMINIC J RECCHIA INSURANCE AGENCY INC TUSTIN PERSONNEL SERVICES INC WILLIAMS THOMAS E CPA 17722 INTERSTATE SPECIALTY MARKETING INC 17731 BENJAMIN &YOUNG LP COMPRESSUS INC D R FINANCIAL FRIEND, LAWRENCE KNUDSON ENGINEERS &CONSTRUCTORS INC MEDEX MANAGEMENT OPTIMUM PROFESSIONAL PROPERTY MANAGE STREAMLINE MORTGAGE SUNWEST SALES SUPERIOR HOME LOANS WATERSON & HUTH 17742 CARTER INSURANCE CLAIMS SERVICES INC LIFECARE RESOURCES INC SILVER CREEK INSURANCE AGENCY 6651002.5 Page: A2 Target Street Cross Street Source ✓ - EDR Digital Archive IRVINE BLVD 2014 (Cont'd) 17742 STALZER SUSAN M MD WILLIAMS ROBERT L ATTORNEY AT LAW WILLIAMS, ROBERT 17772 ACCURATE ELECTROLYSIS & PERMANENT CO ART OF ONLINE MARKETING THE BRITSTAN IT STAFFING SOLUTIONS CRAWFORD MICHELLE MARRIAGE & FAMILY CRAWFORD MICHELLE MFCC CRAWFORD, MICHELLE M DAVIS DENISE E MFT DAVIS, DENISE E DEMING JERRY R FARMERS INSURANCE HOMEWARD SOCIETY HR GREEN SERVICES INC IRVINE PROSPECT BUILDING MARRIAGE & FAMILY COUNSELING CENTER MARTINEZ INSURANCE & FINANCIAL SER MORALES VIDEO PRODUCTIONS MORRISON, MIKE MORTGAGE FUNDING GROUP MOTHERS AGAINST DRUNK DRIVING OLDHAMSIMONEAU MARTHA D MFCC SAPPHIRE PROPERTIES & LENDING SERVIC TALLMAN JACK W MA MFCC THE 704 GROUP LLC THE HAIRS END ELECTROLYSIS & PERMA TUSTIN SECRETARIAL SERVICE UNION CAPITAL ASSOCIATES LLC VALERIE BARBER ATTORNEY AT LAW YES MONEY CAN 17802 ACCELERATED TECH ADV ASSOCIATES ALEXANDER & HALE AGENCY INS ALLKORNERS BARR CHRISTOPHER L BARR HOMES REAL ESTATE BARR, CHRISTOPHER L CHRIS BARR STATE FARM INSURANCE AG EDWARD ALEXANDER ALLSTATE INSURANC FOOTHILLS REALTY GOLTECH REALITY MCMAHON TELECOMMUNICATIONS INC PINPOINT TECHNOLOGIES PROFCONINC ULTIMATE FUNDING 17842 ACCOUNTING OFFICES OF VINOVICH &ASS ALLSTATE C PLUS ELECTRONICS INC DUE DILIGENCE RESULTS 6651002.5 Page: A3 Target Street Cross Street Source ✓ - EDR Digital Archive IRVINE BLVD 2014 (Cont'd) 17842 EDPA STUDIOS FARMERS INSURANCE GROUP GLOBAL NOTARY GRUPO AA TRANSMITELO KUMON MATH CENTERTUSTIN LOWELL D SNEATHEN CPA MR LANDSCAPE SANTIAGO FINANCIAL INC THREE DIVISION SERVICES VINOVICH &ASSOCIATES WRIGHT TRACY D INS WWWWORKSHOP 17876 OSTLIND, MAE O 17880 LYNN, JEANETTE F 17882 FIALA, VELVET O 17884 ROSALES, ESTHER 17890 MATZEK, BETTY J 17892 FULLER, ROGER E 17894 ALARID, DON VALENCIA, DEBBIE 17898 BORLASE, BOB WIERZBOWSKI, NORMA L 17900 COHEN, LIORA H 17902 HORD, CHRIS K ZUNIGA, KELLY B 17908 OCCUPANT UNKNOWN, 17910 RUIZ, MARIO R 6651002.5 Page: A4 Target Street Cross Street Source ✓ - EDR Digital Archive IRVINE BLVD 2010 17671 ADELSON, TESTON ALL CARE SVC ALLSTATE INSURANCE CO CHARLES MARTIN INVESTIGATIONS DECRONA DIANE M ATTY AT LAW DINNEBIER& DEMMERLE DONALD J WYNNE LAW OFFICES FARMERS INSURANCE GROUP GANS & ROSENFIELD LLP GANS, ROSENFIELD GRAPHICS &ADS GRECO PETER L HALOGEN J B ENTERPRISE INC J VISTA SOFTWARE LLC JEROME EDELMAN LAW OFFICE M G ARCHITECTS INC MARTIN CHARLES LAW OFFICES MATHIEU &CO MAWHINNEY &ASSOC MC LURE INSURANCE BROKERAGE NELSON JAMES I ONYX MORTGAGE LENDING PAYNTER REALTY& INVESTMENTS ROBERT HALL REALTY CO SDINTLINC SOUTH COAST GROUP LEGAL SVC STRATA TECHNOLOGIES LLC SULLIVAN & MANN LUMBER CO TCG INTL TRENTON ADAMS ASSOC UNITED E &S WALTER E BACA LAW CORP WEAVER &WEAVER YOUR LENDING PLACE 17702 CANGELOSI & HOLMES INC DEWBERRY, WILLIA HANGER DALE E HANGER, DALE E INNOVATIVE SCIENTIFIC SLTNS LOAN CENTER CO RECCHIA INSURANCE INC TUSTIN PERSONNEL SVC INC 17722 INTERSTATE SPECIALTY MARKETING ISM GROUP LLC 17731 COMPRESSUS INC DIAZ&ASSOC FINANCIAL SOLUTIONS NETWORK KNUDSON ENGINEERS &CONSTRS OPTIMUM PROFESSIONAL PROPERTY 6651002.5 Page: A5 Target Street Cross Street Source ✓ - EDR Digital Archive IRVINE BLVD 2010 (Cont'd) 17731 PACIFIC COAST FUNDING INC STREAMLINE MORTGAGE SUNWEST SALES CO SUPERIOR HOME LOANS WATERSON & HUTH 17742 CARTER INSURANCE CLAIMS SVC CPLIC RRG DE ANZA PLAZA HUSTON &ASSOC MRS PRELLS EDUCATIONAL SVC ROBERT L WILLIAMS ATTORNEY ROBERT R SCHNEIDER INSURANCE SILVER CREEK INSURANCE 17761 GOLDEN COAST FINANCIAL INS 17772 3 FRIENDS APPAREL ACCURATE ELECTROLYSIS ANACHULA SKIN CARE CLINIC BONE YARD CRAWFORD, MICHELLE M DAVIS DENISE E DAVIS DENISE E MFCC DAVIS, DENISE E DULA IMAGE GROUP EMMET J MC KUNE &ASSOC FIDUCIARY EXPERTS LLC HAIRS END ELECTROLYSIS HEALTHCARE ECONOMICS INSTITUTE HOME LENDING SPECIALIST INFORMATION GENERAL INTL IRVINE PROSPECT BUILDING MARRIAGE & FAMILY COUNSELING MIKE CRAWFORD MARRIAGE & FMLY MIKO, MATTHEW MORTGAGE FUNDING GROUP MOTHERS AGAINST DRUNK DRIVING MTN REALTY& INVESTMENTS INC NINBURG, DANIEL H OHRIASHOK OHRI, ASHOK OLDHAMSIMONEA MARTHA D PACIFIC EMPIRE FINANCIAL SVC RAWITCH MARVIN MD SAPPHIRE PROPERTIES & LENDING T S MARKETING GROUP INC TUSTIN SECRETARIAL SVC UNION CAPITAL ASSOC LLC WELLNET MEDI VAN TRNSPRTN 17802 ACCELERATED TECH ADV ASSOCIATE HOME LOANS ASSOCIATED TAX FINANCIAL SVC 6651002.5 Page: A6 Target Street Cross Street Source ✓ - EDR Digital Archive IRVINE BLVD 2010 (Cont'd) 17802 BARR HOMES REAL ESTATE BIGWIG MONSTER CALSTAR LENDING INC CARR REALTY OC COHENINSURANCE DARANY MICHAEL A DARANY, MICHAEL A DAVID A PRICE ARCHITECTS INC DRINKS THAT WORK INC FOOTHILLS REALTY GRAICHEN TAX & FINANCIAL SVC HOMEFRONT MORTGAGE INNOCUBE J DAWSON HOME LOANS MC MAHON TELECOMMUNICATIONS PINPOINT TECHNOLOGIES REALTY INVESTMENT ASSNCALIF TUSTIN BUSINESS CTR ULTIMATE FUNDING X L LEARNING CTR 17842 ABOVEBOARD INSURANCE SVC AD TEK ENGINEERING ALEXANDER & HALE AGENCY ALLSTATE INSURANCE CO BBP LLC CAPTAIN MORTGAGE EDPA STUDIO EXCLUSIVE TRADE FASHION FARMERS INSURANCE GROUP GEORGIANN CAIN ELECTROLYSIS GLOBAL NOTARY HERBAL FIELD GROUP INC INDO CHINESE HEALTH CTR J A BLAKE INSURANCE SVC J M ACUPUNCTURE KUMON MATH & READING CTR LIFETOUCH CONSULTANTS LOERA MIGUEL MARK SMIT INSURANCE MR LANDSCAPE ONE STOP HOME LOAN OPTOMETRIC VISION CTR ORANGE COAST CHURCH PROFCONINC RIGHT AT HOME SHIFBERG MENCHER ASSOC SO CAL DRIVING ACADEMY UNITED PARALEGAL SVC VERITAXCOM VINOVICH &ASSOC 6651002.5 Page: A7 Target Street Cross Street Source ✓ - EDR Digital Archive IRVINE BLVD 2010 (Cont'd) 17842 WEEKS INSURANCE SVC 17876 OSTLIND, MAE O 17880 LYNN, JEANETTE F 17882 FIALA, VELVET O 17884 ROSALES, ESTHER 17886 POWERS, JOSEPH C 17890 MATZEK, BETTY J 17892 FULLER, ROGER E 17894 VALENCIA, DEBRA 17898 BORLASE, JOSEPH E WIERZBOWSKI, NORMA L 17900 COHEN, LIORA H 17902 HORD, CHRIS K 17904 FROST, JEFFREY A 17906 DEWELL, JAYNE L 17908 OCCUPANT UNKNOWN, 17910 O C BILLING CTR RICE, DARRELL L 6651002.5 Page: A8 Target Street Cross Street Source ✓ - EDR Digital Archive IRVINE BLVD 2005 17671 ADELSON, TESTON ADVANCED FINANCIAL DEBT SERVICES ALLSTATE /OH I INSURANCE AGENGY AURORAFOODS BACA WALTER E LAW CORP BETTER SOLUTIONS MEDIATION SERVICE BIGGERSTAFF INSURANCE SERVICES INC CHARLES MARTIN INVESTIGATIONS CHARLES, MARTIN I CLASSIC PROPERTY MANAGEMENT CO DIANE DECRONA DINNEBIER&WERTS PC ELLIOTT JANET ERROL MATHIEU CPA GRAPHICS &ADS HALL ROBERT REAL ESTATE HALL, NADINE L HANSEN, H HC HANSEN STRUCTURAL ENGINEER IHS ENVIRONMENTAL INC IN TOUCH SALES SERVICES INC J PAUL &ASSOCS JEROME EDELMAN KENNETH K FOGG CPA KIECKHAFER SCHIFFER KNIGHT STEEL DETAILING INC LACEY HANFORD CTR LLC LAW OFFICE OF JAMES I NELSON MACK&ASSOCIATES INC MATHIEU, ERROL MAURO KAREN MEL SIMPLY DEVINE MIQROPURE LABORATORIES INC PAYNTER REALTY& INVESTMENTS INC PETER L GRECO CPA INC POSEY&ASSOCIATES POSEY, JENNIFER ROBERT HALL INTERIORS RUDDY BOB FARMERS INSURANCE STRATA TECHNOLOGIES INC SULLIVAN & MANN LUMBER CO INC SYCAMORE PLAZA BUILDING TECHNOMATIX, UNICAM TRENTON ADAMS TRENTON ADAMS ASSOCIATES TRENTON, ADAMS WEAVER THOMAS D WESTON MORTGAGE GROUP WYNNE DONALD J LAW OFFICES ZACAROPUOLOS, J L 6651002.5 Page: A9 Target Street Cross Street Source ✓ - EDR Digital Archive IRVINE BLVD 2005 (Cont'd) 17676 HINES, JOHN C 17702 CANGELOSI & HOLMES INC FOSTERCONNECT HANGER, DALE HOLMES DEBRA L INNOUATIVE SCIENTIFIC SOLUTIONS IQWEST INFORMATION TECHNOLOGIES KIDSPIRATION PHYSICAL THERAPY INC LOAN CENTER CO NETINFO INC RAETECH 17722 INTERSTATE SPECIALTY MARKETING INC 17731 ADVOCATE FOR ADOPTION BISZANTZ ENTERPRISES INC CAPITAL HOME LOANS AND INVESTMENTS DR FINANCIAL SERVICES CORP EVENT WIZARD FINANCIAL SOLUTIONS NETWORK GUARANTY RESIDENTIAL LENDING INC JANET ELLIOTT CPA JP INVESTMENT GROUP INC LAW OFFICES OF URE SUH AND ASSOCIATE MARIPOSA PLACENTIA HOMEOWNERS ASSN OPTIMUM PROFESSIONAL PROPERTY MANAGE PACIFIC COAST FUNDING INC SMID DINC SIMPLY DEVINE REALTY SIMPLY, DEVINE STREAMLINE LENDING STREAMLINE MORTGAGE SUPERIOR HOME LOANS THE FIRSTFLIGHT GROUP LLC TIME SAVER SOFTWARE URE STEPHEN LAW OFFICES OF VILLAGE TOWNHOME ASSOCIATION VILLAGE TOWNHOMES 17742 1031 ADVISORS USA ADLER, MADELEINE AHLBERG ASSOCIATES AHLBERG BUSINESS BROKERS CLAIMS SERVICES INC DEANZA PLAZA DEANZA, PLAZA HULL UV A THYME LLC HUSTON &ASSOCIATES INDIANAPOLIS LIFE LAST NAME FIRST CO LEGACY HOLDINGS UTAH INC LIFECARE RESOURCES INC MADELINE ADLER 6651002.5 Page: A10 Target Street Cross Street Source ✓ - EDR Digital Archive IRVINE BLVD 2005 (Cont'd) 17742 MAR WEST VENTURES INC MARTINEZ, ARLEAN MORTGAGE FUNDING GROUP SILVER CREEK INSURANCE AGENCY INC STALZER, SUSAN SUSAN STALZER MD 17772 ACCURATE ELECTROLYSIS ADVANCE AESTHETIC ELECTROLOGY CLINIC DAVIS, DENISE E DENISE E DAVIS MFCC DYNAMIC MKTNG I EMMET J MC KUNE &ASSOCIATES ENERGING TECHNOLOGY SOLUTIONS INC FAMILY HOUSING CENTER INC FRY, THOMAS HEALTHCARE ECONOMICS INSTITUTE HOME FRONT HOMEFRONT FUNDING HOMEFRONT MORTGAGE HOMEFRONT, MORTA IMPAX SOLUTIONS LLC JOHN, M LAMUTH, MARIE LUNDGREN, ARTHUR MARRIAGE & FAMILY COUNSELING MC KUNE EMMET J CO THE MOTHERS AGAINST DRUNK DRIVING NINBURG, ELIOT P QUINTESSENCE OF BUILDING MAINTENANCE RAWITCH MARVIN A MD FACR INC ROCK& ROLL REALTY ROGER ACCOUNTING SOLUTIONS LLC RUDOLPH DEW AND ASSOCIATES LLC SPECIALTY PIPING &TUBING INC TALLMAN JACK W MA MFCC THREE FRIENDS BOUTIQUES TWO FRIENDS APPAREL INC 17802 ACCELERATED TECH ADV&ASSOCIATES HOME LOANS AG SAI BERTECH INC ALL POINTS MORTGAGE TRAINING ASSOCS TAX SERVICES BROWN, CLAYTON CALSTAR LENDING INC DAVID A PRICE ASSOCIATES ELDON ASSOCIATES FIRST FINANCIAL PLANTUM FOOTHILLS REALTY FRED MARSHALL &ASSOCIATES G T HOLDINGS 6651002.5 Page: A11 Target Street Cross Street Source ✓ - EDR Digital Archive IRVINE BLVD 2005 (Cont'd) 17802 GRAICHEN TAX & FINANCIAL SERVICES HELP U SELL OF TUSTIN HOMEFRONT MORTGAGE J DAWSON HOME LOANS KENT, MARKET KOVATS, GEZA MAARKA MAIN STREET FINANCIAL MATH STREET FINANCIAL MCMAHON TELECOMMUNICATIONS INC MICHAEL DARANY CFP EA PINPOINT TECHNOLOGIES REEDY, MICKEY REMEDY INTELLIGENT STAFFING REMEDYTEMP RODRIGUEZ, MARTA THE RIGHT MAN INC WIN ON TEAM ONE REAL ESTT FNNC 17842 A PLUS SURE DRIVING SCHOOL ALEXANDER EDWARD BEST WAY MARKETING INC CAL HOME FUNDING CALYX SOFTWARE CAPTIN MORTGAGE CARDINAL CAPITAL MANAGEMENT INC DAVE TALLY CARPETS DR VANSUCH OD OPTOMETRIC ECP PROPERTIES EDPA STUDIOS ESCAPES UNLIMITED EXCLUSIVE TRADE FASHION GEORGIANN CAIN MEDICAL TRANSCRIPTION GLOBAL NOTARY HERRIN COLLIS PUGLISI INC JOSEPH VANSUCH OD KUMON MATH CENTER TUSTIN LIFETOUCH CONSULTANTS LOERA MIGUEL MARK SMIT INSURANCE AGENCY NEW WEST FUNDING ORANGE COAST CHURCH RIGHT MAN INC SALINAS INTERNATIONAL REALTY SEA BREEZE MECHANICAL SHIFBERG MENCHER ASSOCS SIMON SALINAS SKIN SENSE SOUTHEASTERN CA CONFERENCE OF SEVENT ST MICHAELS TUTORIAL CENTER TIME AND A PLACE 6651002.5 Page: Al2 Target Street Cross Street Source ✓ - EDR Digital Archive IRVINE BLVD 2005 (Cont'd) 17842 TOMAR ENTERPRISES INC TRACY D WRIGHT INSURANCE VERI TAX COM VINE & LINES INC VINOVICH &ASSOCIATES WEEKS INSURANCE SERVICES 17876 OSTLIND, MAE M 17878 ANDRO, ERIC S CIREX CI REXSYSTEMS 17880 LYNN, JEANETTE F 17882 FIALA, VELVET O 17884 ROSALES, ESTHER 17886 POWERS, JOSEPH C 17888 CORLESS, JEAN W 17890 MATZEK, BETTY J 17892 FULLER, ROGER E 17898 AMERICAN REPUBLIC FINANCIAL CO BORLASE, JOSEPH E 17900 COHEN, LIORA H 17902 STIELER, CHRISTIAN J 17904 FROST, JEFFREY A 17908 BEANE, PAUL J 17910 OC BILLING CTR RICE, DARRELL L 6651002.5 Page: A13 Target Street Cross Street Source ✓ - EDR Digital Archive IRVINE BLVD 2000 17671 CORCORAN, F HARPER, SANDRA M LIGHT, C MAU RO, K MCCLANAHAN, MARY L POSEY, WALTER D SCHACK, C SOPER, G WADA, C 17702 HOLMES, DEBRA L 17742 ADLER, M HULL, C 17772 DAVIS, DENISE E DEMING, JERRY R LAMUTH, MARIE NINBURG, D OLDHAM, MARTHA D TALLMAN, JACK 17802 ARCE, S BROWN, CLAYTON CUMMINGS, MARK GRAICHEN, RONALD L REEDY, MICKEY VANEK, SONIA 17842 GRUBER, ROE MARTIN, JIM SCHWER, S TABACHNIK, RIVKA 17876 OSTLIND, MAE 17880 OCCUPANT UNKNOWN, 17882 OCCUPANT UNKNOWN, 17884 OCCUPANT UNKNOWN, 17890 MATZEK, BETTY J 17892 FULLER, ROGER 17896 CARBAJAL, BLANCA L 17898 BORLASE, BOB 17900 COHEN, LIORA 17902 STIELER, C 17904 FROST, JEFFREY A 17906 BLACKBURN, JAMES K 17908 BEANE, PAUL 17910 RICE, DARRELL L 6651002.5 Page: A14 Target Street Cross Street Source ✓ - EDR Digital Archive IRVINE BLVD 1995 17671 AJAX MAGNETHERMIC CORP BERNSTEIN, WILLIAM R BOYD &ASSOC INSURANCE BRIDGEMARK CORP CONTROL BUSINESS FORMS EDWARDS, JOHN F EMMET, RON GOLDEN WEST CAPITAL GROUP GUNN, NAT HOPSON PENSION SVC INC HOULIHAN, R M JAMES L ZIMMERMAN JOHN F EDWARDS JOHNSON, VICKY K KEM CORP LYON FINANCIAL SVC MAROTTA SCIENTIFIC CONTROLS MAWHINNEY &ASSOC INC MAWHINNEY, R G NATIONAL RESIDENTIAL MORTGAGE PARA LEGAL SVC PAYNTER WILLSEY PROPERTIES PERFORMANCE BUSINESS PRINTING PHILIP L WESSON R M HOULIHAN CPA ROBERT HALL INTERIORS ROBERT HALL REALTY CO RON EMMET SCHOOLER CO SCHOOLER, CHIP TCA TCA ADJUSTERS VERITAS WESSON, PHILIP L WESTERN CITIES MORTGAGE CORP ZIMMERMAN, JAMES L 17702 CANGELOSI ACCOUNTANCY CORP DEBRA L HOLMES CPA HOLMES, DEBRA L THOMAS E WILLIAMS CPA TUSTIN PERSONNEL SVC INC WILLIAMS, THOMAS E 17722 AGENCIA DE TRABAJO DOMESTICO AMERICAN PROPERTIES INTL DOMESTIC EXCELLENCE AGENCY MAPFS CORP OCCUPANT UNKNOWNN 17731 ALLIANCE WORLD TRADE ARMANDO VALDESPINO BANKERS ALLIANCE MORTGAGE GRP 6651002.5 Page: A15 Target Street Cross Street Source ✓ - EDR Digital Archive IRVINE BLVD 1995 (Cont'd) 17731 DOYLE, JOHN D ELLIOTT, JANET G T ELLIOTT INC HALL ESCROW CO HARRISON, S E JANET ELLIOTT LIGHT, CATHY MIKE HENRY PAOLI & PAOLI INC PAOLI, PETER J PETER J PAOLI PRECISION FINANCIAL INC REPUBLIC NATIONAL MORTGAGE SANDER, CHERIE L SEYMOUR HUTCHINGS INS SVC SEYMOUR HUTCHINGS INSURANCE STEVEN D SCHATZ SYLVIA L PAOLI VALDESPINO, ARMANDO WESTERN CITIES MORTGAGE CORP 17742 ADLER, M CARTER INSURANCE CLAIMS SVC CENTRAL LIFE ASSURANCE CO D J ZLAKET CO DE ANZA PLAZA DORA CLARK INTERPRETING LAST NAME FIRST CO MADELEINE ADLER PEARTREI PROPERTIES INC ROBERT R SCHNEIDER INSURANCE 17772 ACCURATE ELECTROLYSIS ALLSTATE INSURANCE AMERICAN COMPUTER SUPPLY BOB MATTHEWS BUSH, RON C A MANTY&ASSOC CAP CO LEASING CO DANSIG INC DAVIS, DENISE E DAVIS, ROBERT H DEMING, JERRY R DENISE E DAVIS ELKINS, DAVID N GORDON SILPER GORDON SOPER HAIRS END ELECTROLYSIS HECKENKAMP, F W INTERNET SYSTEMS LAMUTH, MARIE LETTER PERFECT MONOGRAMS 6651002.5 Page: A16 Target Street Cross Street Source ✓ - EDR Digital Archive IRVINE BLVD 1995 (Cont'd) 17772 MARRIAGE FAMILY COUNSELING MATTHEWS, R C MKF COMPUTER SVC NINBURG, ELIOT OFF SITES & ENGINEERING CONSTR PACIFIC EMPIRE FINANCIAL SVC QUINTESSENCE BUILDING MNTNC CO ROBERT H DAVIS ROBERT S FISCHBECK &ASSOCS RUDOLPH DEW&ASSOC RUIZ, ALFREDO SANTONI SKRIFVARS & DAMERELL SANTONI, S SIDES, JAMES A SOUTHLAND REALTORS TALLMAN, JACK W TUSTIN SECRETARIAL SVC 17802 ADVANT EDGE REAL ESTATE INC BROADMOOR SQUARE BUSTOS, ANTHONY D CAR TOWN CAROLE NELSON CLARK, JUDITH CYNTHIAS ART HOUSE DON DONAHO FCI TRUSTEE SALES FRED R MARSHALL ASSOC REALTORS G B FINANCIAL CORP GRAICHEN TAX & FINANCIAL SVC GRAICHEN, RONALD L J M MORTGAGE J N INVESTMENT REALTY J T AUTO WHOLESALE NELSON, CAROLE S RIGHT MAN INC TERP, JOHN W UNIGLOBE ALL ABOUT TRAVEL VIDEO TONIGHT WALLOCH &WHIPPLE INSURANCE 17842 ALEXSON INSURANCE SVC CALIFORNIA INTERCONTINENTAL CALIFORNIA LABORATORY FORENSIC EXCEPTIONAL ESCROW SVC INC HUGO CANTON INSURANCE SVC INTERSTATE LENDERS ASSISTANCE J A BLAKE INSURANCE SVC JACK MEIER DC JST CORP JTE BOOKKEEPING &TAX SVC KU MON MATH CTR TUSTIN 6651002.5 Page: A17 Target Street Cross Street Source ✓ - EDR Digital Archive IRVINE BLVD 1995 (Cont'd) 17842 MEIER CHIROPRACTIC OFFICE MELANY MEIER DC MICKEY MADDEN NAGAHAMA, TSUTOMU NEWARK ELECTRONICS CORP NEWPORT IRVINE REALTORS INC REALTY INVESTMENT ASSN CALIF RON JENNER& CO SHARYN M JONES SPECTRUM REAL ESTATE SVC WEEKS INSURANCE SVC 17876 OSTLIND, MAE 17878 OCCUPANT UNKNOWNN 17880 MASSIMINO, PAULA P 17884 ROSALES, LOUIS 17886 OCCUPANT UNKNOWNN 17888 SMITH, JERRY 17890 MATZEK, BETTY J 17894 OCCUPANT UNKNOWNN 17896 RAMBERG, DONALD A 17898 BORLASE, BOB 17900 OCCUPANT UNKNOWNN 17902 OCCUPANT UNKNOWNN 17904 OCCUPANT UNKNOWNN 17906 BLACKBURN, JAMES K 17908 LUCAS, JANE 17910 RICE, DARRELL L 6651002.5 Page: A18 Target Street Cross Street Source ✓ - EDR Digital Archive IRVINE BLVD 1992 1000 AHLBERG BUS BROKERS 1020 ENVIRONMTL ENGINEER GRAND RESEARCH&MFG KLOSTERMAN DOROTHEA KLOSTERMAN, D M TROTT H N&ASC VANDYK L SECRTRL SV 1021 BUNDY DAVID P DR MAGILL STANLEY J DC 1025 RAMSEY D C 1030 IMAGES BY LINDA 1032 KRIKOURIAN, DAVID S STATE FARM INS AGNT 1034 ACU CARE HOLISTC CT DOBSON LES DC FINK TERRY M DC PARKH ILL ROBIN A DC 1035 ROLFS WINES&SPIRITS 1036 HARMONY GOLF CO MOZAFARI AMIR DDS 1062 DIAMOND JIMS DAIRY 1076 PINK PANTHER CLNRS 1078 OPEROSE HAIR SALON 1080 PRONAIL 1082 D KS DONUTS NO 15 1084 PENNEY CTLG ORDER 1086 IRVINE CHINESE FOOD 1088 BROWN L J&ASSOCIATE COMNTY ASN CONSLTNT G E S COMPUTERS I E DESIGN NORSE COMPANY THE WATERMARK PUBLISHNG 1090 RIVIERA BAKERY 1095 SECURITY PAC 1096 KIDS MART 1100 MAIL BOXES ETC RESEARCH&RECOVERY SCOOTERS HALLMARK URBAN SOLUTIONS 1102 HUANG SAMUEL Y OD HUANG, SAMUEL Y 1108 CREST JEWELERS 1140 FIRST INTRST RALPHS GROCERY CO 1150 FAST FOTO NO 2 1152 GOLDEN NEEDLE FBRCS 1161 ARMSTRONG PRINTING 1163 ALTERATIONS LUCIA 1165 COMING ATTRACTIONS 6651002.5 Page: A19 Target Street Cross Street Source ✓ - EDR Digital Archive IRVINE BLVD 1992 (Cont'd) 1167 IMMEDIATE PLACEMENT SOUTH PAC IMPORTS TRAVEL WIDE COMPANY 1169 MAPLETOWN USA 1172 CRESTLINE NUTRITION 1173 REALTY WORLD MV 1182 COLLEENS 1201 DISCIPLES METH CH METHODIST CH 1202 THRIFTY DRUG INFO 1204 THREE D BED&BATH 1212 ALWAYS SPACE 1222 FIDDLERS THREE REST 1252 ANDREWS DEBORAH MD DENNY WILLIAM F DENNY, WILLIAM F MENIG JON J DDS 1254 AUSTIN RICHARD DC AUSTIN, RICHARD BARBARA DENNY MFCC BARBARA, DENNY DENNY, BARBARA ESCROW PRINCIPLES HAVEKORST W DDS HAY AUDREE FNP HAY, AUDREE KLINGELHOFER, RONALD I RYAN CAROLL MA RYAN, CAROLL M SKRENES THOS M DC URBANSKI T J DDS 1352 OBERREITER RICHD 1372 FIRST KOREAN BAPT HOPE CHRISTIAN CH 1442 ABETTER SOLUTN INC ALLSTATE INS SALES ALMENA INTL USA INC BENNETT TCHNCL SRVS BREWSAUGH GARY ATTY BROWN R L&ASCTS INC CENTERPOINTE FNCL CHRIST BASED CNSLTG CITIZENS CMSN RGHTS DILBECK HAROLD ACCT DOLLEY ROBERT C HANES ACTIVEWEAR HERMAN PAUL CPA ISRAEL, BONDS J J R PRODUCTIONS KELSON MICHAEL DDS 6651002.5 Page: A20 Target Street Cross Street Source ✓ - EDR Digital Archive IRVINE BLVD 1992 (Cont'd) 1442 LUCAS WILLIAM R LUCAS, WILLIAM R MASEK&ASC BKKPG&TAX MCELROY&COMPANY MELONI DAVID A DDS MERIDIAN FNCL SERV MESA LOAN SERVICES PECK ROBERT W ACCNT PSYCHOTHERAPY SERVS REMS J F ASC RIDGE DONALD L SELECTIVE ENTP USA SKELLY GARRETT ATTY SPIVEY&ASSOCIATES TELESIS HOME CARE TUSTIN JEHOVAHS CTR VINOLUS A VINOLUS, A WARD, DAVID M WILSON RANDY R CPA WILSON, RANDY R WITTMAN R RATTY 1451 CHURCH SCIENTOLGY FLAG SERVICE CNSLT 1782 TYLER, TERRY 1802 DERHAM, ALFRED F 1812 SCHENCK, WARREN G 1832 ADLE, F 1922 R&L TREE SERVICE 1941 MILLIMAN, MICHAEL 1952 THOMAS, RON M 1992 LANG, HENRY R 14422 DOLLEY, ROBERT C 17241 MOBIL SV STA DEALER 17291 ADVANCED HLTH DSGN ARGON PERSONNEL SRV BAKER RICHARD D BANCPLUS MRTG CORP BARBA PAUL J ATTY BARCELLONA D L CPA BARCELLONA, DONALD L BARRETT TAMMY L CPA BARRETT, TAMMY L BOYER ESTHER T MFCC BOYER, ESTHER CA INTRCNTL TRADING CASORIA JOHN BATTY CHRISTIAN ADLT&CHLD CONN ROSEMARY PHD CONN, R 6651002.5 Page: A21 Target Street Cross Street Source ✓ - EDR Digital Archive IRVINE BLVD 1992 (Cont'd) 17291 COX THOMAS P CPA ENGINEERING DOCMNTN EVANS BARRY L FRIEDMAN BRETT CPA FRIEDMAN, BRETT R GLGGROUP GOLDEN GAMES DIV HANES KNITWEAR HARKINS, GEORGE HOLMAN COUNSELING HOME INTERIORS&GIFT INK SPOT THE INTEGRITY SYSTEMS JAMAC OFFICE FURN KASTEN, RONALD L MININSOHN H WM ATTY MOTETGRIGORAS, C RANDALL INSTRMT INC ROCKWOOD MORTGAGE ROOS RICHARD O RUPARI WEST FOOD SV RYAN FNCL SVS CO SCHELLENBERG E EDD SEARCH ALTERNATIVES SIMS FOODS STAT NURSES REGSTRY STEELE HARRY R CPA STEELE, HARRY R SYLVESTER, DELMER L SYSTELOGIC CORP THOMAS TEMPORARIES WESTRN PBLSHNG CO YODER DON DEVLPS 17321 APPLIED GEOSCIENCES 17332 A S I AARON MEDIATION SVS ABLE OFC SERV UNLTD ACCORD ASSOCIATES AMER TAX&TRUST COMBUSTION ASSOC COMNTY THRIFT&LOAN CORPORATE BNFT SYST D W&ASSOCIATES INS DENNIS J TELFER ASC EDWARDS NEAL M CPA HOLMES DEBRA HOLMES, DEBRA INVESTMNT PRPRTY J M P ASCTS INS SRV JECHART PROPERTIES 6651002.5 Page: A22 Target Street Cross Street Source ✓ - EDR Digital Archive IRVINE BLVD 1992 (Cont'd) 17332 JONES DUANE JONES, DUANE KLEMPNER ROBT ATTY NOBLE JOHN RATTY SCHRAMER THOMAS CPA SCHRAMER, THOMAS A WILLIAMS THOMAS CPA WILLZAMS, THOMAS E 17341 DEMING JERRY R EVANS RICHD ENTPRS HENDERSON NANCY&ASC ORANGE CO AMI PHOENIX INS SERV PIAZZA LOUIS A&ASC SUPERIOR REHAB SERV UNITECH VISTA HEALTH CARE ZAHLER, LEN 17371 B D A CONSULTANTS DEFOREST RICHARD R DEFOREST, RICHARD R EAGLE DIVERSIFIED HANDLEY WALKER CO HANSEN H C ENGINEER LEGAL EXECUTIVE SVS MIDLAND NATL LF INS PAULEY RICHARD H CO 17400 A CAREFAST CENTER ABORTION CENTER BIRTH CONTROL CNTR BOYD, JAMES P BURNELL CHRIS MACCC CAL MED MANGMNT GRP DOCTORS FMLY PLNG DUONG, HUONG T EKAM ORTHOMOLD EKAM, O GRIMES JAMES A MD HARVILLE, WILLIAM L HOOK ERNEST DR DPM IMAGAWA KERRIE DDS MCCORMICK S MA CCC NISHIMURA KARL DDS PARKS WM T REID, JANELL D RICHARDSON T M DDS STEWART EDGAR B MD STRAIT LAWRENCE MD SWITZER, BURNELL C TUSTIN HEARING CNTR 6651002.5 Page: A23 Target Street Cross Street Source ✓ - EDR Digital Archive IRVINE BLVD 1992 (Cont'd) 17400 VANVLIET DENNIS MA VANVLIET, DENNIS VASECTOMY CENTER 17401 A F FINANCIAL SERVS ADAMSON RE APPRSL GRUENAU BKKPG SERV IRVINE FMLY CRDT SV J L S INCOME TAX KEPKE INSURANCE AG NEUNDORFER R G NEUNDORFER, R G PATON CO PAYROLLADVANTAGE SOCIETY CLLSN RPR TYRA FINANCIAL SERV YOUNGEWIRTH&OLENICK 17411 CROWN VLY FUNDING IDEAS FOR MANGMNT KIERSTYN REALTY KINGSPORT PROFSNL INCOME PROP REHABNET SOUTH CST SAVINGS 17421 PARENTS UNITED TOT LINE 17452 FARMERS INS FIRST FNCL PLANNERS HOME FINDING CTR PARRISH PERSONNEL SUMMERS, TEKA VAN EK ASSOCIATES WRIGHT TRACY D 17461 ASSOCTD FMLY CNSLRS COMPUTER CURRICULUM CONSTRNINVESTMENTS CONTACT COURIER DALLAVO, BARBARA J FIFE DONALD L CNSLT FOSTER&CO GOOD SHPHRD CLINIC HECHT PATRICIA&ASC HOUSING REHAB KANNE MICHAEL ATTY MORALES, YOLANDA NEIGHBORHD MORTGAGE PICKERING WM C PHD S G VALLEY GROUP SARRUS WM J ATTY SMITH DAROL SMITH, DAROL 6651002.5 Page: A24 Target Street Cross Street Source ✓ - EDR Digital Archive IRVINE BLVD 1992 (Cont'd) 17461 SPENCER ROSEMARY MA SPENCER, R STANLEY DANIEL ATTY TSCHUDY, JAMES J TUSTIN ELECTROLYSIS WAKAI ROBERT J WILKIN FRED W CPA WILKIN, FRED W 17482 AESTHETIC DNTL CARE AUSMUS DANL G DC AUSMUS, DANIEL G BEVANS DONNA MFCC BEVANS, DONNA GORRIE DAVE R DC HELTON, SHERRY HUBBERT ROBERT DDS MEYER, DON C MONAGHAN, JOAN TUSTIN DENTAL GROUP WEYRICH JIM DR WINKELMAN, GERRI 17491 KAPLAN LARRY S ATTY NISSON C A ATTY WILKINSON J JR ATTY 17501 AFFORDABLE THERAPY BERGLAS HILL RYAN CHAPMAN, C S COULL CHARLES E COULL, CHARLES E K&M NEW HOME SALES ONEAL BRUSCA MORSE PENTICUFF N MA MFCC PENTICUFF, NINA E RHEINHEIMER RANDALL TREVITT F MICHL PHD UNITD SERVICE NTWRK WILLIAMS, DON 17502 AUFDEMBERG THOS DDS DONOFRIO DAVID J MD GERBER JEFFREY D DO KAR ASHOK MD NANCE JOYCE H MD YOUNG WM R DDS 17541 KOROL G W MD ORTHOPAEDIC PHYSCL SHAPIRO MARVIN R MD 17542 ASTARITA DENIS C MD CHENNAVASIN J MD CHEW STEVEN DDS INC HARDY WILLIAM RAND 6651002.5 Page: A25 Target Street Cross Street Source ✓ - EDR Digital Archive IRVINE BLVD 1992 (Cont'd) 17542 HARDY, WILLIAM R HAYMOND RICHARD E NELSON CAROLYN MD TONER TERENCE E DDS 17581 CONTRODYNE INC DIVERSFD SOFTWARE EXECUTIVE MORTGAGE EXPANDING HORIZONS HALO MICROSYSTEMS HARE J L ASSOCIATES HENNESSEY JOSEPH A HENNESSEY, JOSEPH A HERSHBAIN HAROLD HERSHBAIN, HAROLD INTERPORT LTD MALONE HOMES MCDANIEL INS SERV PAC TELEPAGE SAVAGE JANA T STOOPS WM B ADVRTSG WEST CST IMAGE MKRS 17592 ARTHUR J STBLE ATTY BARDSLEY DAVID ATTY BENSON BRUCE F ATTY CENTENNIAL MORTGAGE FRIED IRWIN M ATTY GRAHAM DOLORES ATTY HAMILTON C ATTY JACKSON HAROLD L KAMINSKY ERIC ATTY MCMULLEN BETTY J WATANABE DIANE ATTY 17621 AVTECH ENVMTL SYSTM CA INVSTMNT RE FIRM CA SOUTH COAST GAMA CARNEY PATRICK CRAWFORD VAN CPA CRAWFORD, VAN CRIST, MALCOLM K DONOVAN DISTBN CO FRIEDL HAL E CPA FRIEDL, HAL E GARDNER J ASSOC MNG GIBBS BARNEY B ATTY H K LEE INVSTGN HARPER, HOWARD JARDON ENGINEERING KEO SOFT INTL CORP KIRK MAYER INC KOSEK KURT R ATTY 6651002.5 Page: A26 Target Street Cross Street Source ✓ - EDR Digital Archive IRVINE BLVD 1992 (Cont'd) 17621 MEADOR, CAROLYN MERIDIAN CAPITAL MURPHY, DEL NEWPRT DEL MAR RE PETTIBONE D J ATTY SIATT INS CORP STAPLETON M G ATTY STAPLETON, MARLIN G JR TAYLOR, JOHN WILSON SPRTNG GOODS 17632 ABEITA&ASSOCIATES ALLMAN J GERALD MAI AUTO FNCL INS SERVS AZTEC HOME LOAN BERENSCHOT R INS AG CHURTON TIM COMMERCL PHOTO CNTR FRANCIS MICHL J&ASC FRANCIS, MICHAEL J GOFF JOE L EA GOFF, JOE L JET SOFTWARE NELSON FRED NELSON, FRED OTOOLE LAWRENCE OTOOLE, L S G B INSURANCE SRV SWARTZ&KULPA TANDLE RAY INS AGCY ZAITZ DONNA&ASSOCTS 17662 AMER INST HLTH CARE ARTHUN RAYMOND L BLOOM STUART A PHD BLOOM, STUART A BREAUX&PERRIN CULLIVAN R DNTL LAB ECHEANDIA DAVID PHD FINANCL SV RESOURCE JADCO CONSTR SRVS JOHNSON S D ATTY LINSCO FINANCIAL SV MASCOTT&ASSOCIATES PERRIN BRAD POORE LAURIE PSYCH SUPPLIES REGENCY PRPRTY MNG ROSINGANA R L LAW VOICE OF CA INC WESTRN CLLCTN RCVRY 17671 CANNON&JOHNSON INC 6651002.5 Page: A27 Target Street Cross Street Source ✓ - EDR Digital Archive IRVINE BLVD 1992 (Cont'd) 17671 DAVIS J INS AGENCY DESIGNS WOOD SHOWRM EDWARDS JOHN FATTY EDWARDS, JOHN F EMMET RON EMMET, RON GUNN NAT GUNN, NAT HALL ROBERT INTRS HOULIHAN R M CPA HOULIHAN, R M K KEM CORP LYON FINANCIAL SERV M F R FNCL RSRC ING MAROTTA SCNTFC CNTL PAYNTER WILLSEY PRP VERITAS WESSON PHILIP ATTY WESTRN CITIES MRTG ZIMMERMAN JAMES L 17702 ABSTOSS INTL STEEL INTERCOMMODITY CA T C B STEEL CO INC TUSTIN PERSONNEL SV 17722 ACCENT ESCROW CORP AGENCIA DE TRABAJO AMER PROPERTY INTL DOMESTIC EXCLNCE AG MAPFSCORP 17731 ALLIANCE REPS INTL DAVIS JORDAN ATTY EASTLICK, PAUL F ELLIOTT JANET CPA F H C MORTGAGE CORP FINK BRUCE R LAW HALL ESCROW CO NEWPRT PROPERTY TAX PFI PAOLI PETER J ATTY PROTEONINC REPUBLIC NATL MRTG SOUTHLADN FINANCIAL SUCCESS DISTB&SLS VALDESPINO A CPA WESTRN CITIES MRTG 17742 ADLER MADELEINE ADLER, M BRADLEY&ASSOCIATES CARTER INS CLMS SRV DEANZA PLAZA 6651002.5 Page: A28 Target Street Cross Street Source ✓ - EDR Digital Archive IRVINE BLVD 1992 (Cont'd) 17742 HUSTON&ASSOCIATES LAST NAME FIRST CO MADDEN, MICKEY MISSION VLY INVSTMT NEWPRT IRVINE RLTRS PEARTREI PROPERTIES SCHNEIDER ROBT INS 17772 ACCURATE ELCTRLYSIS ALLSTATE INS SALES AMER COMPUTER SPLY C A MANTY&ASSOCIATE CANNON TRANS TECH CAP CO LEASING CO CHEMETRON FIRE SYST DAVIS ROBERT H DAVIS, ROBERT H DENCO DEVELOPMENT ELKINS DAVID N PHD ELKINS, DAVID N FOSTER, MARY INTERNET SYSTEMS IRVINE PROSPECT BL LAMUTH, MARIE LEMON QUENCH LETTER PERFECT LEVITT, NEIL N OFF SITES&ENGRG PAC EMPIRE FNCL SV PERSHALL, WALTER QUINTESSENCE BLDG RUDOLPH DEW&ASSOCTS SANTONI SKRIFVARS SANTONI, S SOUTHLAND REALTORS TUSTIN SECRTRL SERV 17802 ADVANT EDGE RE INC ALL ABOUT TRAVEL BROADMOOR SQUARE CAR TOWN DONAHO DON DONAHO, DON FICA INSURANCE SRVS FOLLIS DORAN INS SV FORCLOSURE CNSLTS G B FINANCIAL CORP J T AUTO WHSL MARSHALL FRED RLTR MAWH I N N EY&ASSOCIATE NEWARK ELCTRNCS RIDGE LAK MNG INC 6651002.5 Page: A29 Target Street Cross Street Source ✓ - EDR Digital Archive IRVINE BLVD 1992 (Cont'd) 17802 RIGHT MAN INC THE SCHOOLER COMPANY VIDEO TONIGHT WASH NATIONAL WESPAC TAX SERVICE 17842 ALEXSON INS SERVICE ARROW APPRAISAL SV ART HOUSE THE BROADMOOR PRINT CAL LAB CANNON MORTGAGE CO CANTON HUGO INS SVS CATTITUDES DYNAMIC STRATEGIES EXCEPTIONAL ESCROW FORENSIC ANALYTICAL INTRST LENDERS INC J A BLAKE INS SERV J S T CORP J T E BKKPG&TAX SRV JENNER RON&CO JONES SHARYN JONES, SHARYN KUMON MATH CTR TSTN MEIER CHRPRCTC CLNC NEWARK ELECTRONICS REALTY INVSTMENT CA SHAHINIAN EDW INS TUSTIN AUTO LEASING WEEKS INSURANCE SRV WOODRUFF&ASCTS INC 17876 OSTLIND, MAE 17878 PIENTON, S 17884 ROSALES, LOUIS 17886 POWERS, JOSEPH C 17894 ABBOTT, G 17896 RAMBERG, DONALD A 17898 BORLASE, BOB 17906 BLACKBURN, JAMES K 17926 BIDESHI, D 17934 BUNKER, KIM J SHEEN, THOMAS 17936 GETTER, C R 17956 CURTIUS, THOMAS J 17958 WOOD, JIM 17968 LONSINGER, CAROL S 17976 DARLINGTON, WILLIAM 18001 AMER ACTION MRTG FRAZIER COMPANY HERITAGE PAINTING 6651002.5 Page: A30 Target Street Cross Street Source ✓ - EDR Digital Archive IRVINE BLVD 1992 (Cont'd) 18001 JIMS ELCTL&CMNCTNS SERVICE 1ST ROOFING 18002 BERNSTEIN WM R ATTY BERNSTEIN, WILLIAM R CA INDEMNITY CNSLTS DORN&ASSOCIATES EXCLUSIVELY YOURS FARRAR BRUCE R ATTY LEWIS&CLARK RL EST PAC RIM BUILDERS PATRICIAN ENTPRS SHARP THOMAS C JR SHARP, THOMAS C JR SMITH HENSLEE S LAW SPECTRUM RL EST SRV YOUNG CECIL L CPA 18031 CENTREPOINTE INTRS CRADDOCKENGRG CRUM CALVIN&ASSCTS DIXON RICHARD PA DIXON, RICHARD D J P FINANCIAL RADTRACE CO TRAN HOA HENRY INS 18062 ALL CARE SERVICES ATTORNEYS CMPTN SV PROFSNL PLAN ADMIN RABUN INSURANCE AG SEAVIEW COUNSELING THOMAS F CONSTR CO 18071 ASHLEY FNCL GROUP GIBSON BEUFORD H&AS POMAR REALTY SHERMAN ANNUITY SRV STATE FARM INS AGNT 18091 BORGES TRAVEL BRIDGEPORT CPTL FND DAVID C COMPUTER SV 18102 AVETOOM MARK DDS CONSTANTINE PAUL DR DORNAN DONALD C DDS GENSER PAUL A MD GRAY DENIS DMD INC GRAY, DENIS L IRVINE CARDIOPLMNRY PADOVA JAMES A MD SHERIDAN ROBERT MD THILL RICHARD J VILLALOBOS FRANK MD VISTA IMAGING CNTRS 6651002.5 Page: A31 Target Street Cross Street Source ✓ - EDR Digital Archive IRVINE BLVD 1992 (Cont'd) 18111 CORNWELL&CO FARMERS INS ROMERO T FARMRS INS 18121 AMER INST FMLY RLTN MILLER LEN&ASSOC 18182 MERVYNS DEPT STORE 18231 ADCOCK CHARLES ATTY HOMEFED BANK KORUSA TRADING CO PAC SUNBELT MRTG SWANK WILLIAM E&CO TOMA INS BROKERS 18232 CITIBANK FSB CHECKG 18301 CRADDOCK ENGINEERNG PAC INTL OIL SERV STIVERS&ASSOCIATES 18302 ALLSTATE INS CLAIMS COUNTRYWIDE FUNDING KEYES FIBRE CO PRUDENTIAL CA RLTY SOUTH CST ELECTRNCS 18331 A B&B ELCTRNC SPLY COMPUTERLAND TUSTIN TUSTIN CLEANING CTR 18351 WORLD SAVINGS&LOAN 18410 AMER EAGLE LENDING 176326 ALLMAN, J G 176624 PERRIN, BRAD 176626 ARTHUN, RAYMOND L 1254100SKRENES, THOMAS M 1442203 HERMAN, PAUL 1750112RHEINHEIMER, RANDALL C 1729141 V,OX, THOMAS P 1729141 EVANS, BARRY L 17341114DEMING, JERRY R 1745210YVRIGHT, TRACY D 1746110@VAKAI, ROBERT J 17592100ACKSON, HAROLD L 1762120T,ARNEY, PATRICK 1773110EIMMERMAN, JAMES L 1777220LEMON, QUENCH 6651002.5 Page: A32 Target Street Cross Street Source ✓ - Haines Criss-Cross Directory IRVINE BLVD 1987 17671 BUILDING *ACTION APPRAISERS 838-1777+7 *BART ALEX 838-7005 2 *CODEX CORP 838-5515 5 *DIRECTORS MRTG LOAN 832-0700 5 *GREENBERG FARROW 544-6767 6 *HALL ROBERT REALTY 544-9353 *HOULIHAN R M CPA 731-0911 9 *LINDSEYACO 730-0671 0 *M I T 838-1475+7 *MANAGMT RESOURCES 832-12011 5 202 *MAROTTA SCNTFC CNTL 544-2160 108 *MUTUAL OF OMAHA INS 838-7006 *RUIZ JOSPEH P CPA 838-0755 *RUITACOMPANY 838-0755 *STOCKDALE PECKHAM 838-1131 *UNITD BEN EFT LF INS 838-7006 ' *UNITD OF OMAHA 838-7006 *WALL STREET PROP 838-1453 4 *WEST CST CUISINE 832-1300 *WEST CST IMAGE MKRS 832-1300 5 *WESTRN CITIES MRTG 637-9888 r7 *WESTANI CITIES MRTG 730-1022 +T 17671 . ....... 17672 xxxx DO 17681 xxxx m 17 702 *N C A CORP 731-8016 2 *SHOWMAKERS CONVENT 731-5411 4 *TUSTIN PERSNL SVCES 544-6141 d 17722 *BIOMEDICAL BUS INTL 838-8350 2 *HALTER PIETER 838-8350 2 *MARSH BUD ATTY 544-1935 5 *WITTMAN R R ATTY 731-8555 2 *WITTMAN WM A ATTY 731-8554 2 *WITTMAN&WITTMAN 731-8563 0 17731 BUILDING *AMER ROAD SERV CO 544-2584+7 113 *AMER ROAD SERVICES 544-2582 *BEVERLY HLS SECURTY 832-18071 5 *C A MCLINACOMPANY 832-3565 F, *CENTURY FNCL ALTRTV 730-5230 4 *CENTURY FNCL INS SV 730-5230 *CITATION BLDR 731-0141 8 *COMPUTERWORX 832-8601 6 *EASLICK PAUL F ATTY 731-4041 6 *FINK BRUCE R LAZY 669-15x30-•7 *FLfNN MATTHEW ATTY 731-4041 4 *G L SYSTEMS INC 730-6216 4 *HALL ESCROW CO 832-5134 *LEASEWORX 832-8601 6 *MCL IN C ABCOMPANY 832-3565 6 *NEWPRT FIRST 544-0446 6 *NE'WPAT FIRST FNC;, 544-0446 2.19 *PAOLI PETER,* ATTY 731-4041 219 *PAOLI SYLVIA L ATTY 731-4041 219 *PAOLI&PAOLI INC 731-4041 *PEARSON NEIL C 838-7055+7 *R C A SOLID ST DIV 632-5302 108 *ROBERTS ROBT H ACCT 838-2727 9 *SOFTWORX 832-8601 6 *SOAXIN TEER 832-4333 6 *TEAMWORA, 832-8601 6 *WEWM PHIUP ATTY 9312-4280+7 *WESTRW CITIES MRTG 838-6877+7 17731 M42 *CAL FED MORTGAGE 7 CO 730-2[714 g *CENTRE LIFE ASRNC 832-6753 8 *COASTFUNDINGAASSOC $44-1393 4 *FINANCL CENTER WEST 544-1397+7 6111)8TON&ASSOCIATES 832--6763+7 *LAST NAME FIRST Co 731-9230 0 *MADIDIEN MICKEY 838-8596 1 ANEWPRT IRVINE RLTRS B38-8586 4 *SCHNEIOER POET INS 838-0590 1 *WEST COASTMRKTG 472-6322+T 6651002.5 Page: A33 Target Street Cross Street Source - Haines Criss-Cross Directory IRVINE BLVD 1987 IRWRE BLVD 17!2 *HALL J Pler'Phk 173x2 OU",40 �ACCLA'ATE£LCTALY10 731-1737+? *ALLSTATE INS CO S!9 S14-441114C *ALP/IA CONS7RLNCT'Ok S"-4846+7' *CONCEPT 7 FMLT 689-9119 R +CONCEPT 7 GROI,P 689-9119 .00N9U:T■.NTS PLUS 731-3404+7 *D MS ADYER7161NG 835-4114 1 -DAV 15 WJBERT H 33:1-6142 1 *DENC(+0EVEI,OPMERT7]"J-3!$4 I *GEVELUPMENT MI(TG SV 612-1001 6 •ELKINS LAV1D N PHO 544-6418+7 .FAMI•,.1:IFE CENTER 416-0100 6 .GULLIVERS PPCOERPT 731-3733+7 .HAIPS ENC+THE 731-1737 E H1.''LAND PRODUCTS 544-5570+7 +IRVINE PRrISPFC7 BL 469-1680+7 ..,.AMIIT'H MARL€ 7'33-4737 6 .LE WIS P5VC"LC.CL SVS 544-4452+7 - . RANGF£MPA CNSTR 632-9591 I .PERSHALL WALT-Ell $44-7440 1 .PGWEp CITY CONSTR 730-1064 0 .PUSLIC SERV CORP SN-2696+7 •OIJINTESSE14CE BLDG 544-7160+7 .SOUTHI,AHD REALTORS 544-1440 I .STATE':ONTP L'NS SC. 544-2666+7 .TOSTIN ASSC.PLTRS 544-0965 1 *TUSTIN Sf CATPL SERV 337-'7565 7 .UNIVEST MORTGAGE 612-4595 6 .WALING ROBERT P3C-8458+7 .Wf57e�ow 832-2131 6 17902BuILOPNG ..A'LI-ABOUT TRAVEL 632-40601 .ALL OPC BU'SNS S+'STM 790-7769+7 -EAUMAN EDWARD ATTY 731-1965+7 .CASCO INSURANCE SVS °3O-`406+7 -CLASSIC MAIL.CENTER 730-0956 6 ,CORBIN CUSTOM71LE 669-0470+7 *DA COR ENTERPRIS€S832-516647 *EX CEPTIOMAL ESCROW 730-9741 5. .F C I TRUSTEE SALES 731»3942+7. *FICA INSUAANCE SRYS 730-0171x7. .FIRST FUNDING OF C4. 5413'217+7'. *FORCLOSURE CNSLTS 131-3942*7, -GILLETTE GEOG ATTY Sa4-1263+7; .HENNESSEY JOSEPH A 730-0744 5. .INCENTivE WORLD 837-4322 r -'J 8 S INNOVATV MKTG 731-130-7; .MARSHALL IIRED ALTA 818-8144�71 -NEWARK Et CTRNCS 589-1541+7 *PLANSBDESIGNS 711 4345 h .PREMIER AI P44MCIAL 638-5856 6 .ROBBINSJANET 731 3993 6 17802 I ?.4I 1.YYf. ik '76, 6UILDING ►ACCENT SEC.RETRL SVC B32-6141 4 *ALL CITIES FNCL SRV 544.4171+7 *BOVEE E ENRLLD AGNT 731-5044 *BROAD MOOR PRINT 731-6767 3 .CA LAB FORENSIC SCN 669-9481 *CAL LAS 669-9141 *CENTURY 21 WESTLAND 632_4535 s *CGL.WELL.FINANCIAL 838-5722-7' A COLWELL FINANCIAL 838-6689•7 *DON COULSONBASSOCTS 838...94911+7 *FORENSIC ANALYTICAL 544-2245+7 *GIFT CHECKBOOK ADVR 836-5162 S *HALL GARY 832-6210 9 +HALL4PDWELL.INS$RY 837-6100 S *INSORANCENTER THE 832-4100 5 210 .JENNER RONAGO 544-5211 8 *LOPEZ ABELARDO 731-7629 5 -MAW ASSOCIATION 54{-1171 *MARTIN PAUL DC 957-9611+7 +YEP€R CHAPRCTC CLNC 544-5255 5 *YfRCHANTS4MFR'S ASSN 544-1471 *POWELL JIM 83,1_6104 -:1I .REG DEVIL INC841-36M�7 .RESOURCE THE 4,-g 9 r. .RIDGECREST REL EST 838"1294.T .RDDIME LTD 7Yf--1388.•.7 •SAFECO THS54 A.-7144 I 45HAM'6URG xEN AGENCY 632-6124 0 *SMITH JEAN H 632-9012 +SMITH WILBURRED 832-9D12 *SUN REALTY ria-4944+7 *U5 ARMY RES RC RTNG 731-6467 3 *VILLAGE YAIHY4SY 730-5039 3 17L142 17978 TAPIA RUEUS D $38.8346 17680 HAMMONO AN 544-656:3+7 17892 Xi"It 00 17681 ROSALES ESTER 73D•0308+7 ROSALES LOUIS 7341-0308+1 17896 POWERS ADELAIDE &32..4151 POWERS JOS C 837-4151 17888 %.•Ickk 00 17492 xxxx DO 17694 ABBOTT GERL AR00 544.7754 2 17896 RAMBER'c[0%, .l L1 r. •r>y+.7 17698 IBORLASY LI.,,,E 17600 HEY, c �75 119W1 - 11606 dLAti hVIjkN„1Aj N 1138-S,i. 17910 W11,RES RUSSELL M 832-4372 6651002.5 Page: A34 Target Street Cross Street Source - Haines Criss-Cross Directory IRVINE BLVD 1982 t LIE- IE MOR SL CtlRP 131-1111 e 161. AMFAC'MORTGAGE as-aw, 0 RAR A FINA NOIAL.[:0 E36-3311 0 'ARTuLtwl"7 bad-7Wa•2 1LEY1N55NAWa0$ SIA-7391 + MAN TITLC.IN$TC 611-72PT 1 CAEnirvE RL EST[NC 711-5481-2 OOUDLAS+NY€STMENTS 131-6331 C ExEC0TV MAMAGEMEV 633-0610 MALL R08EM AE ALT'* 511.9157 3 MOULINAN R M CPa 731-6911 0 LNPDSEYACO 730.0611 n 707MAROTTA SCNTF'O DNTL 1I9�216O 3 108 MUTuaI OF 6MAMAINS wa-3004 ml T1 CASUALTY 00 632-}990 RAYMOND OGLS DY 2j 1-451 •2. RATMONO TMMPW OPTL 73 1.1650.3 TIFPIMG RALPH W618.6511 v uN26ENEFT LF IRS 036-7006 1 ON To OF Ow AMA 636-1PE6 WASMIMGTOM NATL INS 2011:11 36.8717 1 WASMIN[.TOM NIL INS 6111.1111 I WILLS RMT N 601-8601 1 %FROx CORP SAA-8619 as 6F6 DD +!lui Ia pR}aN ALE[MA SIA.2330 IFF II IA TED PSY EMLGO SIA-2320 ASWIIJ PSTCHLOCL SIA-aN 6' CONTROL 6U$INSS t.M 171-7133 0 CONYF.N1'N E1MTKMNT 131•bI11 - . 111111111-L SY 677.5011 6 N C A COOP }31.3013.1 TOTAL LEARNING ONTR 631-1431.2 TuSTIN"ll,1Y0 511.1111 4 ILS.15YO.LGCL OP .1100.2 "Izz AO MASIERS 131-7ADO 1 aw-E01CAL allS 1NTL 1138-8350.1 CALRAN 111-1071.2 xALTER P�EA 836.1]5].1 1NFORMA110N AM$ WO-1050 r3 RADMALNER FRAW[6ASC632-t11A S WITTMAN RANDALL R 731-8555•) wn.TT'MAN WM A 171-6550 12 .In.14 WIITMAR, 171-655] 0 1a 73111u'L ONtG A L w1LLIAM$6.SSOO }71.1]]11.2. 1I] AMER A0.0 SE RAKES SN-:562 1 A,.ST IW 03.•0790 0 OAN15 SAWR 131.10411•2 6Am,,EM5 WTML MF TGG 731•mili• 1 CATTLE ON'"1NYST 511-3131.2 CMuRCN DEVELDPMENT 131-!31]•7 205 C/OKAjtG Tima32_Aa12 9 OITA""BLOB 131-^.A 41 a .WELL OO INE 638-5122 6 "DE%AV;MGS mORTGE IM-3411.2 k 4,E5C ROW 00 M4-5114 5 M"ESIDR4 SAY }31-Ill 1 WR LOG '[ROT IN.0.1 a7 K1KG PROKISA1N45T Y30 I. 1 KUFG Re "OPMTS 130_ww I WNILANS PaTM1Clb 0 fat-1041•7 LA ULE ENT 131-LA11•] LAVLE ROGERK 731.4411•2 CR IIR'ES PLANT SAY lai-6d x8 1 216 PAOLI""AI 131-Iwl F 716 PROM SALVIA' III."111 a R D A SOLID SIATE 132-S"? 5 1Di R66EATa RAST M ACeT 630.2757 S 56DOLE.CK 1NVCSIMT a31.133;I.3 SECURED.MYESTMNTS 13306059.2 I➢6 SEaLFRWR LIAMM 632.6026 T 101 SEILE 111 TRI RS50CT5 637-Mai 1 ,.0.16ATMICA4➢ 73t-IMI.] SIEVERSJA 633-2020.2 e'p5 STEWART I"L0 837-4977 9 WE SISIDE MORTGAGE 337-tA05 7 111 MO,. GERAII A637-6011 1 WO O DS DAVID Al 730.1421.2 Si731 t 11*12 BVL ONIO CE-101.LIFE ASSRNC 032-6763 6 C0145TRGIN INVS7MNIS kat-SEDC 9 EIEI OEMAIa1OCIATES 13C-3317*] GAEAT AM DEP CO 072-6113 0 NUODLESTON M SCOTT 130.YI31 0 MU5TOSLAF5SOCA115 832-11763 6 LAST NAME FIRST CO Tat-9200 0 MADDEN MOKET 6311-8888 I IWCRO 6T/ 734-11161.2 MAR SEMICONOLICTER 672.6113 9 N(WPOpT AV KATAS LL]d-6566 6 ROMERO REMEAASSOC 731.7aM A 111,10EA R011ER1 R 1133-➢090 1 Y....LT ENTERPRISER 731-2282.2 2312 V l7'7'2 ..8U,LDWM1 + ACCTO SPELSTS TEW 136-19DI 0 AKom PEpS MEL SV 130-LO61 O 6HT JAY RFASSOC 777.5117.2 INSTANT MANAGEMENT 672.9171•1 [AL 51 FUN91X0 CORP 131.811511 D DATA+"ERT X 612-9113 1 DEN CO(KVELOP11Ew} 770-311211 1 204 FULL ST"TOMKC4 SY 306.38I' T GIRSIMEALi1 S44-1670 1 INTL MEOICAL SUM 731-4716 I LACUISIN[ 513-]170.3 LIiF MARE 1N111LAR1 130-1657 1 202 LUGE60 C9 SIA•pI OI 9 206 ME TZGEA L U IN ALTA 511.1.00 5 ORANGE EMAP"STA 677.9341 F PEASHaLL WRITE SIA-1010 1 POWER I n CONSTRpTx l3a_DID D OUALITT FL009 CYPNG F30-'1569.2 51MMON5 GL-015 E 1544-0556 6 SOUTHLAND REALTORS 5aa-IAO I IME AMMON MDUSTR5 131.4731 0 riST1N AMC RLTR9 Sal-0915 1 M M LANG CNTR S, US 5' TUSTIN SECRTAL SERV 632.15ti5 1 ",ON HOME LOANS 1116.1601 1 UNLIMITED SERVICES SI1-1150 1 13713 11217 Tm-Y 00 17802 MURDmaG AU MOUT TRAVEL 1132-CO10 1 RWARFMECS UNIIMIRB 812.31103 I CRMN'ON IEAkME b3P-Od W.2 ',. OIG COAST MINE 65 FUND 6]4-9040 e Gpp4 E PACO 33.1 661 1 LORESCOUNSELMGCIR 1137-1301 is CR05540A0 LEASNIG M.1l 1 ,.VIS DEE ESCSOW H4-aM10 D DEE OAM ESCAOW SIa-a11o012 ORAIC%JAMES E BIS-W 81.6 E P COOMACO 731-74117.1 INCEMTFYE WORLD &12-0126 1 LAWN IE ATKERL 012.380.1 1 MAPS ERR Sia- a2 NEW*10545 SROUP INC no_83:9 1 MCI MMTi1AL IF1145 SAa-N000 ] PLAIEROTI JAMES INS 54A-$04+2 ROYAL INSURANCE636-1723 SANTANA AMPGCOA10 T30.600 I sm,AMB SFDT53Tap-6163.2 5 mou ICYIEW INC 506.6211 1 SMAMINAN E 05 ACT MAIMS 9 SNEATNEN L03YELL 0 837-02611 t ".WW,Ni FO•ME S/6-9891.2 -Alm DUN,, F 5M-BMD 2 6651002.5 Page: A35 Target Street Cross Street Source ✓ - Haines Criss-Cross Directory IRVINE BLVD 1982 IRVINE BLVD 17842 8UILDiNG AOVERT18ING TECHNLG 838- 1833 8RYANT BUREAU 730-7001 ELECTROLYSIS 832- 1410 HALL GARY 832-8210 9 I HALL&POWELL INS SRV 832-8100 9 HARSHAW CHEMICAL 838-8340 1 HILL GEO 838-4420 B 210 JENNER RON&CO 544-5217 8 MASSACHUSETT MUTL 730-0636 1 MORRIS JOSEPH E 730-OW6 1 PACIFIC MUTUAL 8-38-7S31 5 PAMS PLAC ELCTIRLYS 730- 6916 +2 POWELL JIM 8328100 8 R D R&ASSOCIATES 544-4334 + 2 RDR3ASSO+CIATES 544-4334 1 REAL ESTATE NETWORK 832-5503 7 RECCHIA DDMINIC J 544-2140 1 REPU8LIC BAND LEASG 731 -4221 8 SAFECG INS 544-2140 1 SHAMBURG KEN AGENCY 832-8124 G SMITH JEAN H 832-9012 7 SMITH WILBURN ED 0 832-9012 STANFILL CHARLES R 838-4420 1 STANFILL HL&VN GROR 838-4420 1 VANGORDER JERRE 0 838-4420 1D4 WESTLAND RLTY 1NVST 832-55.33 8 17842 17878 TAPIA RUFUS D 838- 8346 6 17890 COMBES JOHN W 731- 1 127 7 17884 xxxx 00 17886 POIA ERS JOS C $32-4151 6 17888 XXXX 00 17894 A88 DTT GERLARDO 544- 7754 + 2 17898 8AR -(AUSKI J 731 -2358 1 17899 BORLASE BOB 832- 4241 6 17900 ADAMS F E 731 -8116 0 17902 SISK V I 544- 5038 0 17904 xxxx 00 17906 BLACKBURN JAS K 838-5173 7 6651002.5 Page: A36 Target Street Cross Street Source ✓ - Haines Criss-Cross Directory IRVINE BLVD 1976 176 7 1 * 0 # BUIL IN * AMER PAC A MII I TR 838 - 1894 * AMFAC MORTGAGE F P832 � 142 + 108 * 8A TNOLOMEW JOE 838 -7006 3 111 * 8URKS & ASSOCIATES 838-7394 104 *CANGELOSI J P CPA 832 - 9832 119 * CHICAGO TITLE INS 832 - 7222 3 * CHUCK LEE AOVEi T I 838 - 9242 *CLAY PUBL ICOM 838- 9360+ 6 6651002.5 Page: A37 Target Street Cross Street Source - Haines Criss-Cross Directory IRVINE BLVD 1976 ..1F vl.N£ @L tiO 9),G BC. Ca.+.T.. 101 •GOLOBERG MARTIN 832-15223 +COLOEM PRE:S$ INC 836-1651 *HA LL ROBERT C04$TR 554-9394 4 105 +MALL ROBT REALTY COS45-9353 3 •HON IG 0" LAS B1 B-0767.6 +NAR HA IMPORTS 836-4107+6 219 +LEE CHVCR AOV'RTSNG 8.38-9242 4 +%ARABLE AEGIT1 INC 836-7505,6 •MARRREVEL INC 838-211I.6 212 +MANO T TA 5CN7FC CNTL55 2160 1 108 .MUTUAL OF OMAHA 145836-7606 3 112 +OHIO STATE LIFE INS030-079L 3 •FRYOR OANIEL K CPA 638-D220 5 214 •S%ALANO CARP 632-1061 4 •TELETRONICS UNITFO 038-7050.6 108 •Uk1 LEO BMFT LFE InSB38-7'O PL 3 106 •UNI TEO 0P OMAHA 836-7006 3 215 .WESTERN PV6LISWI NG 638-165I 4 235 +WHI TMA- PUBLISHING 038-1651 5 206 •YOUTH CRUSA OE AREA,832a15D1 5 1r6r2 �xxAx �on S 17,02:■HAR1G REALTY 838-8364.6 JACKSON■ ECASSOCT 5838-2677.6 L7722-CRITEO IO- OV LPMNT 832-3410 5 •06L PH IN INC 838-429446 .HA IR BTO-LOALEI T'HP'432-6449 5 +PAPA"ATA I1 838_9341.6 +RAOMACHER FRANKCASC832-1,74 S •SUNLANO PROOUCTS 836-9112 5 -WE ST TEC 836-2541.6 77731...6VILOING 'ABERNETHY F P J'R 832+6973.6 +A HER MATL INS CO 630 57 t0+6 106 +AMER ROAD S€RV5 CO 544-258" 4 112 A RM O U R OI AL INC 832-3211 5 101 •AVCO Fi NANCIAL SVS 8325824 4 10.8 •CARREL RALPH J 832-2025 5 -CARREL C G ILBERT 832-ZOV•6 201 •CHAPPEL ROM xERO% 545-8565 5 •CHARTER OEVLP CORP 838-9275+6 106 •FDAO LIFE INSVRA.NCE 544-914. 5 +-ORO NQ TOR CRE01T 832-9P 00 5 .G IL.e ER.I ERME5T E 632-2020+6 -GLOBAL FINANCIAL 832+3413+6 lii +GLO84L WSTRN OVLPMT632-2960 5 .GRAS DON C 838-571%•6 •HALL ESCROW Co 832-5135 5 +INVESTORS SERVICE'S 832-6Q60.6 itl3 +KNUO'SON OARRELL 838-5200 4 103 +KNUOSOM ENGINEERS 838-5200 4 •ORANGE VSTA IN5 AGC 012-9'Z40,6 104 .R C A SOL TO STATE 832-5302 9 •R08 E R TSCTHO MAS CPA 944-5341.6 0 SEILER MN X 832-2020 9 •SE ILERA.WOLF A$50C 832-2 G20+5 •WILKINSON OON F 832-5332.6 ZOl +KERDX CORP 544-8561 4 ':. 210 •XEROX CORP COMPTR 832-231& S 17731. 17742.0 AAO R.E AL Tr 832-6629-6 -MAI ER REALTY 838-0585 4 -NEWPORT IRVINE R.L 10.636-858 +6 •SDUTH CST PAC CORP 832-115.6 •SOUTHCST PACFC. CORP, 32-1.1 i2 5 +VAM PE RZ.Wa AG ALA5SOC 544-451706 'i 17772...BW It DING +ALE%ANOER JACK 544-1447:6 •AH ER HEALTH PROFILE838-9500.6 204 .9JNCE JERRY AOVR 832-3636 5 -CASA DE PEL0 63B-2145 5 .GAVIS PAGE A5SOCTS 832-6187+6 •ExECu TIVE HS CLTHNG544+2681.6 .GALINOO GLARY G 832-5523.6 •NAYS SECRETARIAL SV832-95t, 6 101 +PATSCHECK VEIGA 832-1.5304 •SA130L E2 ACK MORTGAGE538-786$.6 211 *SIMMONS GLAOTS E 544-0551, 5 -THREE G IMS AGENC'r 832-4525.6 •TUSTIN ASSOCIATES 545-1550 4 •TUSTIk LEARNIMG CTR544-0556 5 •VLLON ALFRED 832-3983.6 A+ACTION ESCROW INC 838-1404 4 17772...................... . 17773 %XKX OO 17602*0IRO OONALO M ASSOC 832+8807 2 •BROAOMOOK HOMES INC544-tiZ30 3 *HERITAGE ESCROW832-4553 3 •MCLOROCHOLOREN INC. 83Z-194+. 3 r PROFESML PRCTCE SL583Z-OZ30 2 •PAOFESSNL 8SNS SLS 638-1213 4 .PR OFSNL APPRAISALS 83B-3213.6 +ROYAL GLOBE. IMS CQ 838-1773 •SERVi CE REVIEW INC 558-668206 -SMITH R.ICHARO a INC 944-4230 2 i 17842...8V I L OINO 240 -AK SNS OEVELOPMENY 832-2881 i FALL ABOUT 70.A tiE L. 83Z-400[!"6 136 TAMER.CIARETES A55N 544-403;5 -AMER FNORS LIFE IN5B38-9b 1: 4 '.. 12Z *BLACK JDSEP H.I NE 632-141; 4 102 •BRISCDE JOHN GA S SOCS638-98014 +C B C DATA 5 Y TEMS 638-4012.6 •CONNERAPD WE LL INS 832-6300.6 •CORPORTE SN FT CNSLTB38-5012.4 102 .FINANCL. HOUSE INC 832-0721 4 134 •OENL. ELEC FO SV BUS832-6922 5 •GOROONLJDHANSN AOVR638-4780.6 •GREENW000 CHAS F 544-4000.6 •HALL GARY 832-6210.4 •HALL INSURANCE AGCY832-4210 4 '. 226 .HAR SHAM CHEMICAL COO 36-6340 5 +I S C 'MCL HSE INC 032-D 721.6 .INGRAM A O CO AGCY 544-6932+6 106 •JDNFS J'DHNCASSOC 832-2387 5 44ILTL CONVNIENCESTR632-2810 5 .06 CO REAL PRPP TY 832-5607.6 •PAC MOT UAL CRP 8NF T838-7531 5 22D +PEOPLE MACHINE THE 544_9392 5 112 •RIDGE OONALD CNSLNG 532-7268 5 .A 681k5 CO THE 544-5932.6 .SAYLES LLOYD J 832-3d 33.6 •SHAMSURG KENLASSOC 83Z-6124 4 +STOP k 6 0 MARKETS 638-5565.6 6651002.5 Page: A38 Target Street Cross Street Source v - Haines Criss-Cross Directory IRVINE BLVD 1976 . . IRVINE BLVD 92 BO CONTOw * TAS( MSTR INCM TQC VB32 -D721 + * VRYH F MARY J 832 --4122 + 118 * WAND LBDRATDRI E B2 -4720 * WYN ' FIELD HOMES B 2 -2BB1 1 7 4 0 r 0 . . * 0 0 r r 6 0 s • • r . • • • r • 17876 BERCK H STEVEN B B- 8849 + 17B78 TAP I A RUFUS 0 838- 6346 +6 17B84 PDL AND KENNETH TH E 832- 599B + 6 1 7BB6 POWERS JOS C 832- 4151 + 6 17890 CARR PHILIP 544- 7012 + 6 17B94 SANOERS JAS R 838- 1829 + 6 17896 STARK THDS G B2- 0692 + 17898 BORLA E BOB B32 - 4241 +6 1790D ALLEY WPI E JR 544- B965 + 6 17904 XXXX 00 1790E XXXX DD 6651002.5 Page: A39 Target Street Cross Street Source - Haines Criss-Cross Directory IRVINE BLVD 1973 17501. . .8VILOING 12 *8ARANOVEHAYES 544-0790 4 *CINCH OIV 544-8751 5 *OONALOSON W H 838-2042 11 *ELKINS LAVERNE 838-7602 9 *GEORGE PETERCCO 838-6333 *HAROROCK EXCAVATORS838-8033+3 10 *HOOD INVESTMENT CO 838-4355 *INSTITUTE CLAIMSCCR832-4808 2 *JENNER RONCCO 544-521T 2 7 *KANSAS CITY LFE INS544-4808 *RAOMACHER FRANC( 832-1774 2 " *REO CARPET REALTOR 832-4550+3 ' *TUSTIN DATA BUREAU 838-2042+3 *UNITED RLTYGINVSTHT838-8320+3 *WESSEL BRUCE A 544-4898 2 17501 . .. .. . . ... . . .. . . . . . . .. 17502 . . .BUILOING +AUFOEMBERG THOS 005838-3636+3 *FLAHERTY W T MO 838-2520 *GREN2 ALFRED H MO 838-2880 *GREN1 STATSON MOCL 838-2880+3 *PDRR JOHN J MO 938-2300 *STATSON ANOREW N M0838-2880 A*OONOFRIO OAVIO J M0838-3368 8*CRAY OONALO L OR 544-5070 F*KENOALL J F MO 544-4663 17502. . . .. . . .. 17541. . .6UILOING *CAL OGNSTC RAODLGCLO32-6850 2 *GAULDEN EOMUNO C M0838-2655 2 *HERMAN S ❑ 832-7034 2 *PAD❑VA JAMES A M❑ 838-8151 2 *STEEOMAN ROBT A M❑ 838-4452 2 *TAUCH€R LOUIS A MO 838-4452 2 *V€LO CARLOS R MO 838-8310 2 17541. . . . . .. . ... . . .. . .... .. 175 +2. ..BUILDING *CHEW STEVEN R OOS 832-5890 2 *OENNY WILLIAM F 832-9151+3 *ERENSTOFT LOWELL M0632-1852+3 *GALENTE LOUIS F MO 832-1852+3 *HARDY wM M MO 544-9220 2 *HAYMONO RICHARD E 838-0575 2 *SE I FERT L A UOS 832-58'90 2 *TONER TERENCE E OOS544-8000 2 *MING WILLARO J MO 838-3020 2 17542. . . r . . . . . ... . . . • 17581*ANOREWS JAY OEV 832-6551+3 *BILLY CASPER ARCH 838-7200+3 *CASPERLRAINVILLE 838-7200+3 *CREST OEVELDPMENT 832-6551+3 *FOSTERLONEILL 544-8810+3 *LANOMARK INTRS LTO 544-8611+3 *MARKETING MANAGEMNT544-4693+3 *ROYAL CARRIAGE EST 832-6551+3 *STERMAN RORERTCCO 838-3001+3 17592*ALPINE DEVELOPING 832-5144+3 17671. . .SUILOING *BARTHOLOMEW JOE 838-7006+3 *CHICAGO TITLE INS 832-7222+3 *CHICK TERI INTL 832-7800+3 *CLAY ROBERT 838-9360+3 6651002.5 Page: A40 Target Street Cross Street Source v - Haines Criss-Cross Directory IRVINE BLVD 1973 . . IRVINE 8LVO 92680 CONT . . *CROUGHCASSCCIATES 832- 1131 +3 *EOGELL ROSS L JR 832-7522+3 *EOGELLCGOL08ERG 832-7522+3 *GDLOBERG MARTIN 932-7522+3 *HALL 808 REALTOR 544-9354+3 *HALL ROBT REALTY 00544-9353+3 *MAROTTA SCNTFC CNTL544-2160+3 *MDORE NANCY D UNLT0544-7113+3 *MUTUAL OF OMAHA INS839-7006+ 3 *NANCY 0 MOORE UNLT0544-7113+3 *OHIO STATE LIFE INS838--8791 + 3 *'PATTY LUMBER 832-9533+3 *RELIABLE MANAGEMENT832-1131 +3 *ROBERT CLAY P R 839-9360+3 *UNITED BNFT LFE INS838- 7006+3 *UNITEO OF OMAHA 838-7006+ 3 *UNLIMITEO N 0 MOORE544-7113+ 3 17671 , * * 4444 # 600400000066 17802. . . 8UILOING *ADPLIEO PLNG OYNMCS832-4211 2 *81RO OONALO M ASSOC832-8800 2 *8ROADMOOR HOMES INC544-4230+3 *OARLEY GOBAR ASSOC 838-9222+3 *ENGINEERING SERVICE832-1570 2 *GREENW000 CHAS F 544-4000 2 *HARBISON CO THE 832-7495 +3 *HAROESTY AGENCY THE832- 1946+3 *HARSHAW CHEMICAL C0838-6340+ 3 *HAWORTHCANOERSON 832-1601 + 3 *HERITAGE ESCROW 832-445D+3 *MCCORDCHOLOREN INC 832- 1944+3 *MOVERS INS SERVICE 832-1944+3 *PROFESNL PRCTCE SLS832-0230 2 *RENFRO MARVIN W AIA832-4211 2 *ROSERTS ROBERT H 544-4341 2 *ROYAL GLOBE INS CO 838- 1773 2 *SERVICE REVIEW INC 832-1494+3 *SMITH RICHARD 8 INC544-4230 2 *STERILAIRE INC 639-6760+3 *TUSTIN UNFO SC DIST832-04D4+3 17852 xxxx 00 17878 TOWNER FRANK M 544-9504+3 17681 xxxx 00 17882 JOHNSON E LEROY 838-5421 17884 SOKOL SERNARO 544-1867 2 17886 xxxx 00 6651002.5 Page: A41 (FEDR, Topographic Map Year: 1896 ■ ■ ■ t 49 ,. ■ w t 'A .. � 'Al y ■ y � 1 f m II • r a r • ° TP,Santa Ana,1896,15-minute N,Anaheim,1896,15-minute 0 Miles 0.25 0.5 1 1.5 N Key: Subject Property 0 APPENDIX B: Topographic Maps Project No. 21-336657.1 PAUNER 6651002 — 4 OrmR, Topographic Map Year: 1898 oil o� mom ik y ■ � M f • s .... warm®. + y • now ■ — r m m m N,Anaheim,1898,15-minute 0 Miles 0.25 0.5 1 1.5 N Key: Subject Property 0 APPENDIX B: Topographic Maps Project No. 21-336657.1 PAUNER 6651002 — 4 OrmR, Topographic Map Year: 1901 r-. 7 MEN • i Y • i i , • ,�, �, ` � Vit. * R '.�.,` V, ' ► A N A :i F ! t ■ y 4, y y yF W 7 f 4f .T r y t o r } i 1 . w. N TP,Santa Ana,1901,15-minute N,Anaheim,1901,15-minute 0 Miles 0.25 0.5 1 1.5 N Key: Subject Property 0 k APPENDIX B: Topographic Maps Project No. 21-336657.1 PAUNER 6651002 - 4 OrmR, Topographic Map Year: 1902 101, d Ilk M d dM d 4 dk In Yl y a ■i w � w .. «*m ri rr " 10 1 I 4 ✓M .cru A TP,Corona,1902,30-minute 0 Miles 0.25 0.5 1 1.5 N Key: Subject Property 0 k APPENDIX B: Topographic Maps Project No. 21-336657.1 PAUNER 6651002 — 4 Topographic Map Year: 1932 - ff . -- py � k t,. s ii RaP^R # f r t # ,� � x9 --• !4�.ytL��. ° fir, „ _ -. /` � i�--� * �; '�a , . , Tus JC _. 1 �W w.� TP,Tustin,1932,7.5-minute N,Orange,1932,7.5-minute 0 Miles 0.25 0.5 1 1.5 N Key: Subject Property 0 APPENDIX B: Topographic Maps Project No. 21-336657.1 PAUNER 6651002 - 4 OrmR, Topographic Map Year- 1935 rr dui 'K v &.2 7 ENE It -BIT dr L 1 40 ip J'PV i i Nt L ■ oFiA s r 125— f. '46 Al 'I'414111 • T ligli Sel 4 41 40 TP,Tustin,1935,7.5-minute N, Orange,1935,7.5-minute 1 0 Miles 0.25 0.5 1 1.5 N Key- Subject Property APPENDIX B: Topographic Maps Project NO. 21-336657.1 PAUNER 6651002 - 4 Topographic Map Year- 1942 C� #i, 4 ar ■ s .41 , _ a + # '7 J111111111111101111f 40 11 ir 400■ S w � 55 4 4k IRS T t ust # Ott • #* ; # 10 TP,SANTA ANA,1942,15-minute N,ANAHEIM,1942,15-minute 0 Miles 0.25 0.5 1 1.5 N Key- Subject Property 0 APPENDIX B: Topographic Maps Project No. 21-336657.1 PAUNER 6651002 - 4 OrmR, Topographic Map Year: 1948, 1949 ^ern i ::inti 11na ' ' h{' Cnhrn 272 r � y " M � J � �:+...syr+• w ew{^ y ' 1 v4 ' -I-- 172 8 _ 10 � p _ a -01 air A ..— rhr 5 oili a .•a'', ' ..� r w • a y . . ... .' .: fir• y �, =' / w fw . w - YI'�is ' .� +« :� F+.S L�-'' ''�",'a,2 � q �J�«�`• �., r���: Tustin 21 w yy fi a a • W +-y 01 TP,Tustin,1948,7.5-minute N,Orange,1949,7.5-minute 0 Miles 0.25 0.5 1 1.5 N Key: Subject Property 0 APPENDIX B: Topographic Maps Project No. 21-336657.1 PAUNER 6651002 - 4 � t Topographic Map Year: 1950 i g p 277 i � ,'A., T ' . t 10 `7 — dr Sob a t ' • i tea: Tustin 17 16 t, High t . . + r4 _ &fP7 e ' c * sa 9120 ,, r TP,Tustin,1950,7.5-minute N,Orange,1950,7.5-minute 0 Miles 0.25 0.5 1 1.5 N Key: Subject Property 0 APPENDIX B: Topographic Maps Project No. 21-336657.1 PAUNER 6651002 - 4 OrmR, Topographic Map Year: 1972 4L Si'ITY 4w LV IA ys, n . A V A Vr 417.111 k 31 nnn m U.g .1 1 A I uW . WON, 0 0 It 4'1.r, .1 �q o' A At Ayr h" Lq La 44.r/ 4�le 11; 1?7d H i'Wirnt�71! t TU Ilk J9 ff pow IT 6� M41N A % C TIN -v-q- L5 U -7 A 41 1 C3 3 Z 13 0 —.'1- n C39 100 !XN.l TP,Tustin,1972,7.5-minute N, Orange,1972,7.5-minute F= 1 0 Miles 0.25 0.5 1 1.5 N Key- Subject Property k APPENDIX B: Topographic Maps Project NO. 21-336657.1 PAUNER 6651002 - 4 OrmR, Topographic Map Year: 1981 ° A6nTYY An*. y f _CiA3x �'✓�' C,�*.r�+ c��AFA AVL Y I •' ? I�,..i.-t, ja96 1Te. I :1 y F1,` h.Reti R � ': o _ �M zd '6� _ e'�T'' I �r ^•. f� •� I..ui a l',uiy }. � � •. °. � � �'/° m- I I'j7 Jr IR r -4 . rwy"— ri'11 f N ■i PV .. � ,. ■fir °i@ i.. _ F'-'�'r a z ? rt L I Idi 91 p" 96 __ o sf ,�. .. �. . 5■ �'..ka,, tll -- P� .Far«Cs�r1'QfPi ,. . .Gk!. mf '�� ° x , E {� Y ...;t "x4 I.T. ,�WJilardNd4 'T tL 75 ' � i � ..� i � VI.������ ' •� _'_ Iia e.i.�e, lift . .. � \7,^i•,: •.! F •• pl FI � CTI in TU Q13 ' Rai 1�°- �, � .•� ,. .., • .. �',�;'° .,I�C]L'��®tl u t � '`••¢a�� ,tel err ^ L] 00r t r ,} .. '1a I GZ �_ 7 SIM■■ ._.,o. w� _. °l '1 M ,y�i- T F � go IF in An w TP,Tustin,1981,7.5-minute N,Orange,1981,7.5-minute 0 Miles 0.25 0.5 1 1.5 N Key: Subject Property 0 APPENDIX B: Topographic Maps Project No. 21-336657.1 PAUNER 6651002 - 4 Topographic Map Year- 2012 ,r �lh�C►Y9Y�c�[, , � .�. "o � % # .y 4;,�.. ,...r , fq �Jtl2 h2.Ye �4.,+,�,��r�• f"$'RN1A GR"AA V Z 2k 1fAFW000 i✓y ggilGf xvrOi Z �. I r t tir 1AIL1 t' f ld►ff Sir _.. �.. ', � ��# '_ �. �. � _�, _, .- ..._..._ __. _. *,� "4 W Y ■W ., tJ71f VAN rh R _ t, p a 0H x V x C WA of 99 r t TUSTIN vA7xSFA - Ef1W5f k qty 'r b` �v 4 4P. A+CFADD[ AVE S [Tula . ..• �, a , TP,Tustin,2012,7.5-minute N,Orange,2012,7.5-minute 0 Miles 0.25 0.5 1 1.5 N Key- Subject Property 0 APPENDIX B: Topographic Maps Project No. 21-336657.1 PAUNER 6651002 - 4 NETR(baline PROPERTY DETAIL REPORT created 2021-09-27 Prepared exclusively for Janet Tentler 17802 IRVINE BLVD TUSTIN, CA 92780-3258 C018 Owner Information Owner Name: TUSTIN BUSINESS CENTER PI PROPERTIES Mailing Address: 610 N SANTA ANITA AVE ARCADIA CA 91006-2722 C043 Phone Number: Vesting Codes: Owner Occupied N Pending Record Indicator: Indicator: Corporate Owner: Location Information Legal Description: P-BOOK:31 PAGE:14 PAR:2 County: ORANGE APN: 401-141-13 Census Tract/Block: 0755.05 Alternate APN: Township-Range-Sect: Subdivision: RICES ADD/TUSTIN Legal Book-Page: Map Reference: 23-F1/ Legal Lot: 2 Tract#: Legal Block: School District: TUSTIN Market Area: 71 Munic/Township: Neighbor Code: Owner Transfer Information Recording/Sale Date: 01/25/2008 Sale Price: Document#: Deed Type: GRANT DEED Instrument#: 000000051774 1st Mtg Document#: Book-Page: Last Market Sale Information Recording/Sale Date: 01/25/2008/01/24/2008 1st Mtg Amount/Type: / / Sale Price: $7,030,000.00 1st Mtg Int.RateType: / Sale Type: FULL 1st Mtg Term: Document#: 36607 1st Mtg Document#: Instrument#: 000000036607 1st Mtg Instrument#: Book-Page: 1st Mtg Book-Page: Deed Type: GRANT DEED 2nd Mtg Amount/Type:/ / Transfer Document#: 2nd Mtg Int.RateType: / New Construction: 2nd Mtg Term: Multi/Split Sale: MULTIPLE Price per SgFt: $156.64 Cash Down Payment: Stamps Amount: Title Company: LANDAMERICA COMT SVCS Lender: Seller Name: TUSTIN BUSINESS CENTER Prior Sale Information Prior Rec/Sale Date: 09/09/1998/09/01/1998 Prior Deed Type: GRANT DEED Prior Sale Price: $3,125,000.00 Prior Lender: SOUTHERN CA BK Prior Sale Type: FULL Prior 1stMtg $2,500,000.00/CONV Amount/Type: Prior Doc#: 604501 Prior 1stMtg Int. /FIXED RATE LOAN Rate/Type: Prior Instrument#: 000000604501 Prior Stamps Amount: $3,437.50 Prior Book-Page: Site Information Land Use: COMMERCIAL Acres: 1 County Use: COMMERCIAL (NEC) Flood Zone: Lot Area: 43560 State Use: Flood Zone Map: Lot Width/Depth: / Site Influence: Flood Panel Date: Usable Lot: Sewer Type: Res/Comm Units: Lot Shape: Topography: #of Buildings: 1 Bldg Width/Depth:/ Water Type: Zoning: PR Building Class: D Water District: ORANGE CO Tax Information Total Value: $4,161,628.00 Assessed Year: 2020 Property Tax: $48,942.84 Land Value: $2,378,078.00 Improve%: Tax Area: 13049 Improvement $1,783,550.00 Dist: Tax Year: 2020 Value: Total Taxable Value: $4.161,628.00 Fire Dist: Tax Exemption: Market Value: Garbage Dist: Equal Rate: Delinquent Date: Equal Year: Property Characteristics Gross Area: 44880 Parking Type: GARAGE Construction: Living Area: 44880 Garage Area: Heat Type: PARTIAL Tot Adj Area: Garage 2 Area: Heat Fuel: ELECTRIC Above Grade: Garage Capacity: 154 Parcel Fuel: Ground Floor Area: Parking Spaces: Exterior Wall: STUCCO Base/Main Area: / Carport: Interior Wall: Upper Area: Basement Area: Foundation: CONCRETE 2nd Floor Area: Finish Bsmnt Area: Air Cond: 3rd Floor Area: Basement Type: Roof Type: Rentable Area: 42867 Attic Type: Roof Shape: FLAT Additional Area: Porch Type: Roof Frame: Total Rooms: Porch 1 Area: Roof Material: COMPOSITION SHINGLE Bedrooms: Porch 2 Area: Floor Type: Bath(F/H): / Patio Type: Floor Cover: Total Baths/ / Fixtures: patio 1 Area: Style: Year Built/Eff: 1972/ Pool: Quality: Fireplace: Pool Area: Condition: AVERAGE Fireplace #of Stories: 2 Description: Basement Other Rooms: Description: Other Improvements: Bldg Comments: 12/86:"BROADMOOR SQUARE";20 UNITS PER BUILDING** Parcel Comments: PBK 31PG 14PAR 2 Extra Features Description: Unit: Qty/ Width: Depth: Buil[: Improvement Value: NETRonline and its data supplier(s) do not guarantee nor include any warranty of any kind whether expressed or implied, about the validity of all information in this report since this information is retrieved as it is recorded from the various agencies that make it available. Copyright 2007 Nationwide Environmental Title Research, LLC r .>A health Public Health Services Environmental Health Division — Records CARE AGENCY Name:Janet Tentler Email: lanet.tentler@gmail.com Date: 9/24/21 1. Please use this from to specify the records you need. 2. So that we can help you obtain the appropriate records, please describe the reason the records are being requested. For a Phase I Environmental site assessment. Property Transfer 17802 and 17842 Irvine Blvd, Tustin I For information on one or more sites (e.g., all sites on one street) please provide in the Portal specific address number/s for each site. We are unable to search by APN #, map coordinates, or cross streets. 4. Attach this form to your request at the records Portal: orangecounty.nextrequest.com Restaurants, Markets, Food Vehicles, Cottage Food, & other Food Facilities Recent inspection records for most food establishments are available at: ocfoodinfo.com Additional lists and other information is available at ochealthinfo.com/eh/home/reports ❑ Complaint Investigation ❑ Health Permit (Current year) ❑Application for the Health Permit (not available for all types of records) ❑ Inspection Report dated older than 2 years Date(s) from: to: ❑ Food Plan Check Record SR Number: Hotel/Motel, Residential Housing ❑ Complaint Investigation ❑ Inspection Report Date(s) from: to: ❑ Notices sent to Owner Site Remediation/Site Assessment: Note: Most records for Leaking Underground Storage Tank sites are immediately available on Geotracker: https://geotracker.waterboards.ca.gov Additional Site remediation cases are available at ochealthinfo.com/eh/home/reports ✓❑ Local Oversight Program (Leaking Underground Storage Tank Site) ✓❑ Industrial Clean-Up Program (Industrial Clean-up Site) ❑✓ Orange County UST Program (Non-fuel UST Cleanup Site) 1241 E.Dyer Road,Suite 120,Santa Ana, CA 92705 Telephone:(714)433-6015 EHRecords@ochca.com OrangeCounty.nextreg uest.com Hazardous Materials & Hazardous Waste Records Date(s) from: 1970 to: present Facility lists are available at ochealthinfo.com/eh/home/reports COPA (Please contact Anaheim Fire Dept to obtain CUPA records for addresses within Anaheim city limits.) ❑✓ Hazardous Materials Business Plan File (CA Environmental Reporting System/CERS submittals) (Please contact these cities directly for Hazardous Materials Business Plan File, Chemical Disclosure, and/or Electronic Submittal; Fountain Valley, Fullerton, Huntington Beach, La Habra, Orange) ❑✓ Above Ground Petroleum Storage Tank (APST) ❑✓ Underground Storage Tank (Please contact Fullerton, Orange directly for UST records in those cities) ✓❑ Hazardous Waste ❑ Tiered Permitting ❑✓ CalARP ❑ Complaint record(s) Other Program Records Date(s) from: to: Beach Closures can be found at ocbeachinfo.com ❑ Medical Waste ❑ Body Art ❑ Public Pools/Spa; Please note the name of the complex where the pool is located: ❑ Pool Complaint Record ❑ Pool Inspection Report ❑ Pool Plan Check Record SR Number: ❑ Cross Connection: backflow tester list can be found at ochealthinfo.com/eh/water/bftesters ❑ Liquid Waste Hauling. Truck name or address: ❑ Solid Waste Facility ❑ Well records (Please contact these cities directly for information on wells: Anaheim, Buena Park, Fountain Valley, Orange, San Clemente) ❑ Water Wells ❑ Monitoring Wells ❑ Soil Boring ❑ Other Well: ✓❑ Other Records: 1241 E.Dyer Road,Suite 120,Santa Ana, CA 92705 Telephone:(714)433-6015 EHRecords@ochca.com OranaeCounty.nextreg uest.com • Public Records Request Form Submitted On: September 24, 2021 7:42pm City of Tustin, CA America/New_York am requesting the following: I would like to review the building permit records for the following addresses: 17802 and 17842 Irvine Blvd Property address of records 17802 and 17842 Irvine Blvd requested (if applicable): Tustin CA 92780 Contact name: janet tentler Contact email: janet.tentler@gmail.com Contact phone number: 714-858-0579 Contact address: 935 Oleander Street Brea CA 92821 How would the contact like to Email receive the records: (check one): • Public Records Request Form Submitted On: September 24, 2021 7:42pm City of Tustin, CA America/New_York am requesting the following: I would like to review the building permit records for the following addresses: 17802 and 17842 Irvine Blvd Property address of records 17802 and 17842 Irvine Blvd requested (if applicable): Tustin CA 92780 Contact name: janet tentler Contact email: janet.tentler@gmail.com Contact phone number: 714-858-0579 Contact address: 935 Oleander Street Brea CA 92821 How would the contact like to Email receive the records: (check one): CITY OF TUSTIN Community Development Department—Building Division 300 Centennial Way,Tustin CA 92780 Building Counter(714)573-3131—Inspection Recorder(714)573-3141 BUILDING PERMIT NUMBER:B02-0447 ADDRESS:17802 IRVINE BL TUST SUITE ASSESSOR'S PARCEL NUMBER: 401-141-13 SUITE NUMBER...: LOT NUMBER................................: TRACT NUMBER.: DEVELOPMENT AREA................: TUSTIN ISSUED BY............. DATE ISSUED.......: 10/23/2002 PROPERTY OWNER......................: TUSTIN BUSINESS CENTER LP 4523A MACARTHUR BLVD ORANGE CA92869-4700 CONTRACTOR ARCHITECT ROOFCORP OF CA INC DBA HOLMES ROOFING CO.HI 941 N ELM ORANGE CA92867 714/210-5993 JOB DESCRIPTION: t/o reroof,install BUR,area where A/C unit, O.C.F.A.Number.........: OCCUPANT LOAD: 0 OCCUPANCY GROUP: CONSTRUCTION TYPE.: RESIDENTIAL SQ.FT: 0 COMMERCIAL SQ FT: 0 INDUSTRIAL SQ FT: 0 GARAGE SQ FT: 0 OFFICE SQ FT: 0 WAREHOUSE SQ FT: 0 ROOF SQ FT: 500 TENANT IMPR.SQ FT: 0 OTHER SQ.FT: 0 NUMBER OF UNITS: 1 NUMBER OF STORIES: 0 UBC EDITION: 1997 NUMBER OF SEATS: 0 VALUATION...: $1,250.00 BUILDER VALUATION:$5,975.00 FEE SUMMARY PLAN CHECK $0.00 BUILDING PERMIT: $264.03 MECH PERMIT: $0.00 PLUMBING PERMIT: $0.00 ELEC PERMIT: $0.00 SIGN PERMIT: $0.00 GRADING PERMIT: $0.00 PRIVATE IMPR: $0.00 NEW DEV.TAX: $0.00 TSIP ZONE A FEE: $0.00 TSIP ZONE B FEE: $0.00 SMIP FEE: $1.25 MICROFILM FEE: $0.00 OCFA FEE: $0.00 PENALTY FEE.: $0.00 REFUNDABLE BOND: $0.00 MISCELLANEOUS: $310.00 TOTAL FEES: $575.28 LICENSED CONTRACTOR DECLARATION: I hereby affirm that I am a licensed Contractor under the provisions of chapter 9(commencing wrath Section 7000)of Division 3 of the Business&Professions Code,and my license is in full force and effect. LICENSE NUMBER: 803718 LICENSE CLASS:e39 hie Expires DATE:01/31/2004 OWNER BUILDER DECLARATION: I hereby affirm that I am exempt from the Contractor's License Law for the following reason(Section 7031.5,Business Professions Code:Any City or county which requires a permit to construct,alter,improve,demolish,or repair any structure,prior to its issuance,also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's License Law[Chapter 9(commencing with Section 7000)of Division 3 of the Business&Professions code)or that he or she is exempt therefrom and the basis for the alleged exemption.Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars($500.00). as owner of the property,or my employees with wages as their sole compensation,will do the work and the structure is not intended or offered for sale(Section 7044, Business&Professions Code:the Contractor's License Law does not apply to an owner of property who builds or improves thereon,and who does such work himself or herself or through his or her own employees,provided that such improvements are not intended or offered for sale.If,however,the building or improvement is sold within one year of completion,the owner-builder will have the burden of proving that he or she did not build or improve for purposes of sale). 1,as owner of the property,am exclusively contracting with licensed contractors to construct the project(Section 7044,Business&Professions Code:The Contractor's License law does not apply to an owner of property who builds or improves thereon,and who contracts for such projects with a contractor(s)license pursuant to the Contractor's License Law). I am exempt under Section ,Business&Professions Code for the following reason(s): Owner Signature: Date: WORKERS'COMPENSATION DECLARATION: 1 hereby affirm under penalty of perjury one of the following declarations: have and will maintain a certificate of consent to self-insure for Worker's Compensation,as provided for by Section 3700 of the Labor Code,for the performance of the work for which this permit is issued. I have and will maintain Workers Compensation insurance,as required by Section 3700 of the Labor Code,for the performance of the work for which this permit is issued. My Worker's Compensation insurance carrier and Policy Number are: POLICY NUMBER: :639-0000074 COMPANY: STATE FUND (This section need not be completed if the permit is for one hundred dollars($100)or less). I certify that in the of n of the work for which this permit is issued,I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of lifornia, I agree that if I should become subject to the Worker's Compensation provisions of Section 3700 of the Labor Code,1 shall forthwith comply with those provisions. Signature r— Date: WARN a ure to secure Wo pensation coverage is unlawful,and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($1 0)in addition to the cost of compensation,damages as provided for in Section(3700)of the Labor Code,interest and attorney fees. IMP RTANT: Application is hereby made to the Building Official for a permit subject to the conditions and restrictions set forth on this application.Each person upon whose behalf this application is made and each person at whose request and for whose benefit work is performed under or pursuant to any permit issues as a result of this application agrees to,and shall, indemnify and hold harmless the City of Tustin,its officers,agents and employees in accordance with the provisions of Chapter 2 of the Uniform Administrative Code.I agree not to occupy or allow occupancy of any building authorized by this permit until final inspection has been received.I certify that I have read this application and state that the above information is correct.I agree to comply with all City and Slate laws relating to the building construction,and hereby authorize representative of the City to enter upon the above mentioned property for inspection purposes. Signature of Owner,Contractor,or Authorized Agent Date —BUILDING PERMITS ARE SUBJECT T PIRATIO K IS NOT COMMENCED WITHIN 180 DAYS AFTER DATE OF ISSUANCE R ORK IS SUSPENDED FOR 180 DAYS*** �v`cv o^ POST THIS SIDE OUT AT JOB SITE CITY OF TUSOBUILIIINGIBk 93 CrmmuniiN Dc:vclnpmcni DcpaYlmcnt- s r tp6RNIT5 .M INSPECTION [� jWSSpLgICENSSEEGTfl�h 1.25 Schcduic msf uminn--ml,Jag m adcanc:,7n z:hcJulc mslr..[t�a3t. ��ln+n1�1'.'�Tfi'�tl:h=Inllu�tnL infnrmairnn'- V I)Pcrnni.^.uunccr'_I Jnh add-,l)Type a!ir,s1r_cunn 4)Day and dam you Recd the mcpccunn JOB ADDRESS: PERMIT NUMBER: "BUILDING PERMITS ARE SUBJECT TO EXPIRATION IF WORK IS NOT COMMENCED WITHIN 1B0 DAYS AFTER DATE OF ISSUANCE OR IF WORK IS SUSPENDED FOR 180 DAYS" BUILDING INSPECTIONS COMMENTS FIXTURE COUNTS INSPECTOR DATE UNDERGROUND GAS PIPE UNDERGROUND SOIL PIPE UNDERGROUND ELECTRIC _&GROUND FOOTINGS 8 REINFORCEMENTS CONVENTIONAL SLAB POST TENSIONED SLAB !I MASONRY WALL FOOTINGS MASONRY PR GROUT ROOF NAILING I Ib—LL EXTERIOR SHEAR WALL$ INTERIOR SHEAR WALLS ROUGH PLUMBING ROUGH MECHANICAL ROUGH ELECTRICAL ROUGH FRAMING ROUGH FIRE INSPECTION INSULATION EXTERIOR LATH DRYWALL SCRATCH COAT T-BAR CEILING GAS TEST GAS METER RELEASE ELECTRIC METER RELEASE FIRE DEPARTMENT,FINAL PUBLIC WORKS FINAL I I PLANNING FINAL I I RERODF FINAL SIGN FINAL I WATER SERVICE FINAL SEWER FINAL I I HEALTH DEPARTMENT FINAL ELECTRIC FINAL PLUMBING FINAL MECHANICAL FINAL ENERGY FINAL BLDG FINAL S OCCUPANCYAPPRVD PDOL AND SPA INSPECTOR DATE EXCAVATI ONS.'SETBACY,S I MAIN DRAIN REINFORCING STEEL 8 BONDING UNDERGROUND PLUMB UNDERGROUND GAS TEST UNDERGROUND ELECTRIC PRE-PLASTER I POOL FINAL NATURE OF WORK: r Yin APPLICATION FOR SIGN PERMIT APPLICANT:PLEASE FILL IN USE INDELIBLE PENCIL,BALL PO IN OTHER CITY OF NON-ERASIBLE SUBSTA TUSTIN I IMPORTANT USE INDELIBLE PENCIL APPLICANT MUST COMPLETELY FILL IN e 7V 10 AT to I7 1 Nn Z J l O OR BALL POINT PEN AREA WITHIN HEAVY BORDER ONLY. "t/ NO ERASURES ALLOWEDBUILD —.... ....... ADDRESS I Z�VP/IMv4— BLID An z 1 OWNER-BUILDER DECLARATION WORKER'S COMPENSATION DECLARATION OWNER .^1 fN jf TEL /�7 N W ADD TER REPAIR VIN MONSTR, I hereby affirm that I am exempt from the Contractor's I hereby of irm that 1 have a certificate of consent to self- E��µ``I NO. 1,�J.3 License LeWforiheF011Owing reason(SeC.7037.5,California insure oracertlficateofWorkers Compensation Insurance AILING ADDRESS 1,1Re ,�//NE Lt/,O Business and Professions Code:Any City which requires a or a certified copy thereof(Sec 3800.Lab.C.). permit to construct alter,improve,demolish or repair any Cl Certified Copy is filed with the CIN//i V`5 7/IA! OWNER VALUE �l / z __ S structure,prior to Its ise..boo,also requires the applicant Department of L IQip9 tYO ARCHITEG R USE far such permit to file a signed statement that he is a �t0 TO TEL U POI Cy No.. ENGINEER NO. `n.ad contractor pursuant to the p ons of the 'tractor's License Law ICh 9(Co e G g With SBC Insurance C 1� r — - ADDRESS USE ZONE ZONING ,�OO)of Div3ofthe8.8P.C.)grthathelsexe pttheretrom Expiration Dale CJ�L.-AppliCent and the bass for the alleged exemption,Any violations Of CERTIFICATE OF EXEMPTION FROM WORKER', color cT�D C^/�A/ 1��, NO sf/z 1/!t// PERMANENT rM Sec.7031.5 by any applicant for a permit subjects the COMPENSATION INSURANCE J AV _ T —7T T' applicant to a civil penalty of not more than five hundred ADD_55 _/� GITVf FREE STANDING dollars$500.00 Section 1121 Tustin Municipal Code. certify sisal In the performance terto of the work for which this 3 L Or r)� { I permit is is5ued,shal notemploy any person in any manner Cir, WALL ❑I,as owner of the properly or my employees with wages so as to become subject to the Worker's Compensation LIG NO.astheir sole compensation,will do the work and the Laws of Calltornia.struclureisnot'nt-dedorchwed forsale(Sec.7044.88 DESCRIPTION OF WORKWINDOW PG:The Contractors License Law tloes not apply to an Date _ Applicant_ _ - NOTICETOAPPLICANT:Il after making the Certficate of USE OF �O �G✓'.�i / GROUND BASED owner of propertywho builds or improves thereon,antl who EXISTING BLDG (( does such work firmest or through his awn em ployeer Exemption,you should become subject to the Workers provided that such Improvements are not Intended o/ Compensation provisions of the Labor Code,you must u,�pE,� (,q yop Sl BOND REQUIRED offered for Sale If.boweYer.the building or improvement is forthwith comply with such provisions or this permit shall be DPG NOUP NO. VAR NO. sold within one year of comPletton,the Owner-builder will deemed revoked. _ AMOUNT have the burden of proving that he did not build or improve. CONSTRUCTION LENDING AGENCY ENG DEPT APPROVAL for the purpose of sale.): I hereby affirm that there is a construction lending agency RIGHT OF WAY RECEIPT NO. 17 I,as owner of the property,am exclusively Contracting for the performance of the work for which this permit is PLANNING DATE with licensed contractors to construct the project(Sec Issued(Sec 3097 Civ.C) OFP?APPROVAL POSTED 7044,B 8 PC:The Contractors License Law does not Lenders Name SIZEIAFfr ,.WLL FACES) 3C HEIGHTAPPROVED INSPECTION RECORD --- apply to any owner who Contracts for such projects With a -- —ntraotorls)IiCBnsedpursuen[[Othe COnlraCl0rSLICenBe LICENSED CONTRACTORS DECLARATION E11MMFN W ADD ALTER L�EF­ ULISH APPROVAL DATE INSPECTOR A'.) )fihe hereby affirm that 1 am licensed under provisions of T HOLE L],am exempt under Sec. ,B.8 P.C.for this hapter9(Commencingwth Section7000) f D''sion3of OR SUPPORT reason. Business and Professions Code.and ylicense is in full ce and egect -- cen/se Clas �//. �oense No_ / FINAL 7 Date Owner_ _ ate"' � oritmclor. PLAN CHECKED BY APPROVED BLDG PER MC.NO. VALUATION PC IMPORTANT I agree not tooccupy or allow occupancy of y building w FEE$ Application is hereby made to the D rector of Building and authorized byth s permit until l'nai inspection has Safetyfora permit subject tothe conditions and restrictions been received.l Certify that i have read this application and $ set forth on this application.Each person upon whose state that the above Information is Correct.I agree to comply PERMIT VALIDATION behalf this application is made and each person at whose with all C h and State lawsrelaling to the buildingconatruc- request an" for whose benefit work is performed under or tion,and hereby authorize representatives of ih Cityspe, to EXTENDED TO BY pursuant to any permit 85aresult of this application ansae the ab yamemioned property aci-303ion agrees to,end shall.indemnity hold harmless the Clty of p s xpirali his 180 days :B.C.Section 303(4). Tustin,Its officers,agents and employs in accordance PERMIT EXPIRES (TEMPORARY) with the provisions of Chapter 2 of the Uniform Building _ _ -_-- -- ''� Code _tura of r or Contractor ONLY Date Permltee (6p APPLICATION FOR ELECTRICAL PERMIT APPLICANT:PLEASE FILL IN USE INDELIBLE PENCIL,BALL POINT PEN OR OTHER CITYOF NON-ERASABLE SUBSTANCE TUSTIN IMPORTANT USE INDELIBLE PENCIL APPLICANT MUST COMPLETELY FILL IN IS a AT U Q Z OR BALL POINT PEN AREA WITHIN HEAVY BORDER ONLY. O 9 O 3 NO ERASURES ALLOWED BmLDINc �T�O -_en, J /�,, F WK FEES ADDRESS SCRIPITON OWNER-BUILDER DECLARATION WORKER'S COMPENSATION DECLARATION TE Nr TEL UESD TIaL(s rvcLECP MUL IFAMELYNE I hereby affirm that I am exempt from the Contractors 1 hereby affirm that I have a CERT'cate of consent to self- NO S5z-3�o GG, ysJUAa�Eq"�gET License Lawforlhelo following reason{S'G]031.5,California insureOreC¢rtii Cafe Of Workers Compensation ln$mm�pe MAILING /I'' p '/ O G ET FAM"USEENT AL Business and Professions Code:Any City which requires of a cerlified copy thereof(Sec.3800,Lab.C.1. ADDRESS 7 /Lf�a;,.J�r� 2S AREq N SouaaE FEES OTAL permit to con 5truct,alter,Improve demolish or repair any ❑Certified copy's filed With the CITY �� OUTLETS structure, prior t0 is issuance,also requires the applicant Department of Building Safety ,. F RECEPTACLE for such permit to file a signed statement that he is a Policy N0. �' _ PROP$lT j�WNER� NO/��..��$� EIGHT =n$ad contractor pursuant to the provisions of the (� �fJ (� SWITCH -- ,reactors License Law(Ch ADDRESS 9(Commencing With Sao Insurance C �Q-••"��I� MAILING 1000)of Div.3 ofthe B P.C.)orthat he is exempt therefrom Expiration Date'-42-f-Applicant_ TOTAL and the basis for the alleged exemption.Any vic atlons of CERTIFICATE OF EXEMPTION FROM WORKER' CITY /,� No. FIXTURES Sec.7031.5 by any applicant for a permit subjects the COMPENSATION INSURANCE N applicant to a civil penalty Of not more than tive hundred ARCHITECT OR TEL LIGHTING dollars($500.00)Section 1121 Tustin Municipal Code. I certlfy that in the performance of the work forwhich this ENGINEER NO. FI%TURES pe UxrUs lssuad i shall hotemploy any person in anymanner gDDRESS D I,as owner of the property,or my employees with wages so as to become subject IO the Workers Compensation MOTORS&MISC. H.P. as their sole compensation,will do the work,and the Laws of California. DONT CT 51' A` TEL structure is not Intended or offered for sale(Sao 7044,88 Date. Apphcent /lJ NG P C.The Contractors License Law does not apply to an - -- - ownerW properly who bu ldsommproves thereon and who NOTICE TO APPLICANT It after making this Certificate of Aq ESS ,./ crrr ones Such work himself or through his own employees Exemption,you should become subject to the Workers 3 ���'�/Q✓• — provided that Such improvements are not intended o Compensation provisions Of the Labor Code,you must CITY offersdforsale.lf,however,the builtlng or-mprovernent is forthwith comply with Such provisions or this perms shall be LIC NO. sold within one year of completion,the owner builder will deemed revoked SUB PANEL have the burden of proving that he did not build or improve CONSTRUCTION LENDING AGENCY INSPECTION RECORD for the purpose of sale.): 1 hereby affirm that there is a construction lending agency O I,as owner of the property,am exclusive) tractin r for the performance of the work for which this permit is y contracting,, 5suetl(Sec.3097,Civ.C). APPROVALS DATE NSP. NO.LAMPS With icenseo comractors to construct thA (Sec SIGNS 7044,B.8 PC.:The Contractors License doest Lenders Name — __ __ LIGHTSTANDARDS NO.TRANS. apply to any owner who contracts for such a •�ntdsktor(s)licensed pursuant to the Contre LICENSED CONTRACTOR'S DECLARATION TEMPORARY POWER POLES TEMP.POWER POLE UNDGD. -w.) I hereby affirm Ihat 1 am IlCenseI under provisions of ❑1 am exempt under Se B. is hereby g(commencing with Section 7000)of Division 3 of UNDERGROUND SERVICE 0200A reason: he Business and Professions Code,and my license Is in full rte and'fle� 2 CONDUIT 201 400A 'cense Class�Licen N 7 C 401 d00A WIRINGDate Owner &tato 26—�C6otractor - ❑CNEW HANGE POWER ❑CHANGE Over 600A �—� PLAN CHECKED BY APPROVED IMPORTANT I agree not to occupy or allow occupancy of any building TEAR FEATURES Application is hereby made to the Director of Building and authorized by this permit until final inspection approval has PLAN CHECKREC.NO pC Safetyfora permit subject to the conditionsand restrictions been received)certify that l have read this application and FIXTURES _ FEES set forth on this application. Each person upon whose state that theaboveinformation is correct.lagreetocomply PERMIT ISSUING FEE L O behalf this application is matle and each person at whose with all Cityand State laws relatingtothe building construe- FINAL (b request and for whose benefit work is performed under or tion,and harsh authorize representatives of the City to BlpFj.PER pursuant to any permit issued as a result of Ihie application on t aI toned property for inspection UTILITY NOTIFIED {( TOTAL FEES agrees to,and shall,indemnify and hold harmless the Cityof pn rpo sE mtioni l days per U.B.0 Section 3031 TnstiR its officers.agents and employees in accordance PERMIT VALIDATION CK. M.O. CASH -+cions of Chapter 2 of the Uniform Building W WHEN PROPERLY VALIDATED(IN THIS SPACE)THIS IS YOUR PERMIT gn urs of Ow Contractor ONLY at. Permitee G_Y O� APPLICATION FOR BUILDING PERMIT USE INDELIBLE PENCIL,BALL POINT PEN OR OTHER G `� NON.ERASABLE SUBSTANCE. TCITY UST NF IMPORTANT USE NDELIBLE PENCILAPPLICANT MUST COMPLETELY FILL IN REc vleD r TE RED I No. OR BALL POINT PEN AREA WITHIN HEAVY BORDER ONLY. 3 PRESS HARD-THIS IS A 4-PART FORM NO ERASURES ALLOWED BDILDINc , //..,!" A NO D T ISSUED ..._ _ ADDRESS i 7 ec2 SIZ Lsf/V E J—J I2 OWNER-BUILDER DECLARATION WORKER'S COMPENSATION DECLARATION TENNANr PROPERTY OWN ER I hereby affirm that I am exempt from the Contractors I hereby affirm that have a er'SCOMe Of consent to self- �?O /+ CJi F Llcense Lawforthefollowing reason(Sec.7031.5,California sure oracertificate of Workers Com pensation Insurance MAILING ADDRESS Business and Professions Code:Any City which requires a or a certified copy thereof(Sac.3800,Lab.C.). ADDRESS perm to construct,alter,improve,demolish or repair any ❑Certified copy is filed with the CITU No structure,prior to its issuance,also requires the applicant Department of Building Safety Y such shit to file a signed statement that he Is a Policy No. u�L �C7CJ/Zg/�" Q ARCHIMUOR n TEL pe 9 y ENGINEER /y'/y UCG /': /144,1-.1 -7 -f7 a need contractor pursuant to the provisions of the Insurance C0:_T�'p NS Anil/Lx C. ADDRESS nntractors License Law Ch.9(Commenting with Sec. '�� JD0ofDiv3oftheB&PC)orthathe'sexempttherefrom Expiration Datexs'7Applicant and the basis for the alleged exemption.Any violations of CERTIFICATE OF E%EMPTION FROM WORKER'S CONTRACTOR�j��/�,. TEL. TRACT LOT BLOCK Sec 7031.5 by any applicant for a permit subjects the COMPENSATION INSURANCE ���Y i` NO. Z/<pF/ applicant to a civil penalty of not more than five hundred I certify that in the part ormance of the work for which this ADDRE55 _ CITY �(�` NEW ADD ALTER REPAIR MOVING DEMOLISH dollar permit Section 1121 Tustin Municipal Code. permftisissued,ishall notemploy any person inany manner CITY ���i✓f STATE f✓ ❑I,es owner of the property,or my employees with wages so as t0 become subject to the Worker&Compensation LIG NO. LIC.NO as their sole compensation,will do the work and the Laws of California. DESCRIPTION OF WORK structure is not intended or offered for sale(Sec.7044.R& Date Applicant use P.C.:The Contractors License Law does not apply to an NOTICE TO APPLICANT:If,after making this Certificate of USE VALUE ownerof propertywh0 builds Or lmproveStherson,andwho Exemption,you should become subject to the Workers S does such work himself or through his own employees, PERFORMED BE _a. ' Provided that such improvements are not intended or Compensation provisions of the Labor Code.you must PERFORMED USE CONE CONING forthwith comply with such provisions or this permit shall be CONDITIONS soldOfferedwithin hi sale.If year of co p e building wrier-ovement is deemed revoked. �rn 'nrJ✓r7�" � STREET IMPROVEMENTS Sold within ane year Of completion,the owner-builder will have the burden of proving that he did not build or improve CONSTRUCTION LENDING AGENCY APPROVED for the purpose of sale.): I hereby affirm that there is a Construction lending agency ❑I,as owner of the property,am exclusively contracting for the performance of the work for Which this permit is rLFOUNDATION TYPE CONST with licensed contractors to construct the project(Sec Issued IS-3097,Civ.C.). 7044,B.&P.C.:The Contractors License Law does not Lenders Name OVAL DATE INSPECTOR apply t0 any owner ns who contracts t for such pr01¢cts with a AND ^ontractor(s)licensed pursuant tothe Contractors License LICENSED CONTRACTOR'S DECLARATION N 'W! I hereby allirm that I am licensed under provisions of am exempt under Sec.. B.&P.G.for this Chapter 9(commencing with Section TODD)of Division3 of CINGon: theBusinessand Professions Code,and my license is in full INNINGforce and effect.. R SLABLicense Cie.y.s�A Llcense NO. 95 34 EETING Dale__Owner Date Z7 __Contractor D`/^'1 s<n sor St CIS NO OF NO.OF ROUGH FRAMING �1 - SO.FT. O� STORIES FAMILIES IMPORTANT I agree not 10 Occupy Or allow occupancy of any building O NEW O ADD ALTER REPAIR DEMDLISH DRY WALL Application is hereby made to the Directorof Building and authorized by this permit until final inspection approvelhes PLAN CHECKED BY APPROVED Safety for a perm it so bject to the conditi ons and restrictions been recei ved.I certify t h at l have read this application and LATH set forth On this application.Each person upon whose state the above information iscorrect.lagmetocomply CqR .NO. VALUATION P.G. behalf this application is made and each person at whose with all Cityand State lawsrelating to thebuildingcooc. J � ` PLASTER BROWN CT request and for whose henehi work is pertormed under or ton,and h eby authorize rep he of the ��ypumuanttoenypermltslued asaresuttottms appscation enter Upon ih bovrme edp EBT)//i .c.7 FINAL agrees to,and shall indemnty and hold harmless theCty of purposes.E piratloli5. days C.S Tustin, is officers,agents and employees n accordance // -- with the provisions of Chapter 2 of the Uniform Building Code. grature of or Contractor ONLY Date Olflce APPLICATION FOR ELECTRICAL PERMIT APPLICANT:PLEASE FILL IN USE INDELIBLE PENCIL,BALL POINT PEN OR OTHER CITY OF NON-ERASABLE SUBSTANCE TUS7 N IMPORTANT USE INDELIBLE PENCIL APPLICANT MUST COMPLETELY FILL IN issu v DA'ElssEueD NO 0 646 OR BALL POINT PEN AREA WITHIN HEAVY BORDER ONLY. OOP NO ERASURES ALLOWED ` BUILDING DESCRIPITON OF WORK FEES ADDRESS/��n-'i ��✓//(: OWNER-BUILDER DECLARATION WORKER'S COMPENSATION DECLARATION TENANT TEL NES DENTaLISINGIE ctR I hereby affirm that I am exempt from the COnlreCtor'3 I hereby affirm that have a cert'rficate 01 consent to self- � lJf A' NO Ma En rvA50Jn EET Li cense Lawforihefollowng reason(Sec.7031 5,Caldornia r ora Cert l'caie of Worker's Compensat'On insurance MAILING Gaan�i(dIN FAMi u9iE ENT AL Business and Professions Code Any City which requires a certified copy thereof(Sec 3800 Lab C). ADDRESS.5-i'/i' ry all A FEE permit to construct,alter,improve demolish Or repa r any ❑Certified copy is fled with the CITY AREA TOTAL structure,prior to its issuance also requires the applicant Department ofBuildingSafety RFGEPTACLE OUTLETS for such permit to file 9 signed statement that he is a PROPERTY L`WNEH TEL LIGHT ir( nsed contractor pursuant to the provisions of the P I'y N I i -i`/S No- swrTCH „y,�(✓ 'Intractors License Law(Ch 9(Commencing with Sec. Insurance Co. ,y//—.'x - - MAILING 00)of Div 3 ofthe8.8 P.C.)or that re sexempt therefrom Expiration Data y Y4� Applican! .rte ADDRESS d the basis for the alleged exempt' Any violations ons of PITY TEL r XITHES Sec.7031.5 by any applicant for a permit subjects the CERTIFICATE OF EXEMPTION FROM WORKER'S S. applicant to a civil penalty of not more than five hundred COMPENSATION INSURANCE AHGHITECT OR TEL. LIGHTING dollara($500.00)Section 1121 Tustin Municipal Code. I certify that In the performance of the work for which this TNB. EER No. FI%TURES ❑I,as owner ofthe property,or my employees with wages permit islssued,Ishak not emplpyany person in any manner ADDRESS as Cher sole compensation will do the work so as to become su Infect to the Workers Compensation MOTORSfl WE(" H.P- and the Date of California.A Laws CONTRACTDR TEL structure snot intenactor Licend or se ed for "an 'antTEL F No P.C.:The Contractors L'CensP Law does not apply to an - P I p owner of property who bolds orimproves th ereon Rindwho NOTICETOAPPLICANT if,after h' Crtifica\e of ADDRESS does such work himself or through his own employees, Exemption,you shculd become subject to the Workers provided that such improvements are not intended or Compensation you-,Dns of the Labor Code,you must LIC NO. offered for sale.if.however,the building or i mprovement is forl t h Complywith such provisions or lh is permit shall be sold within one year of compl2tion,the Owner-builder will deemed revoked SUB PANEL have the burden of provingthat held not build Orimprove CONSTRUCTION LENDING AGENCY for the purpose of as 1.) 1 hereby affirm that there is a construction lending agency INSPECTION RECORD ❑I,as owner of the property am exclusively contracting for the performance of the work for which this permit is with licensed Contractors to construct the project(Sea issued(Sec.3097,Civ.D). APPROVALS DATE INSP. NO'_AMPS -_....____... SIGNS 7044,B.8 P.C.:The Contractors License Law does not Lender's Name LIGHT STANDARDS NO TRANS. apply to any owner who Contracts for such projects with a co 11 factog s)Iicensed pursuant to the Contractors License. LICENSED CONTRACTOR'S DECLARATION TEMPORARY POWER PO'-ES TEMP.POWER n POLE ❑UNDGD. aw) I hereby affirm that I am linensetl under p ovisions O' I am exempt under Sec__ B.B P.0 for this Chapter 9(tom menc'ng with Sech 7000) fLR'Ruon3 of UNDERGROUND SERVICE D 200 reason the Bus ness and Professions Code,and my tense's in full force and effect CONDUIT 20'.ARI A License Cling /License No�y �' ` ' WIRiNG ��i �n ln dol 600A Data _ Owner _. Date y ?�COrtractor � = NEI POWER CHANGE Over SODA PLAN CHECKED BY APPROVED an building T-BAR FIXTURES IMPORTANT I agree not to occupy or allow occupancy of y g Application is hereby made to the Director of Building and authorized nylons permit until final Inspect On approval has `i' PLAN CHECK REC.NO Safelyforapermit subject totheconditonsantl restrictions beenrece ved.Icert fythat lhave read this application and FIXTURES X` r.`\"��.. FEES set forth on this application.Each person upon whose state that the above Information is correct lagreetocomply behalf this application is made and each person at whose with all Cityand State laws relating to the building construc- FINAL r`1 - PERMIT ISSUING FEE request and for whose benefit work is performed under or tion,and hereby authorize representatives yr'the City t pursuant boany permit issued as a result Of this application enter upon the above-mmition¢d proper!`or napen UTILITY NOTIFIED BL TOTAL FEES agrees to,and shall-ndemni rano hot,he rmiess the City of purposes.Expiration is 180 d Peru Sect 3(d). Tustin its officers agents and employees In accortlance ,-'i PERMIT VALIDATION CK. M.O. CASH with the provisions of Chapter 2 of the Uniform Building WHEN PROPERLY VALIDATED(IN THIS SPACE)THIS IS YOUR PERMIT Code i lure of Owner or or.rancttar NLY Date PPRn'R e Y �( APPLICATION FOR BUILDING PERMIT 1 533 X USE INDELIBLE PENCIL,BALL POINT PEN OR OTHER NON-ERASABLE SUBSTANCE. CITY F XIMPORTANT TUST N USE INDELIBLE PENCIL APPLICANT MUST COMPLETELY FILL IN REC ya<o By DA E REc rvED No. OR BALL POINT PEN AREA WITHIN HEAVY BORDER ONLY. ,KV• PRESS HARD•THIS IS A 4-PART FORM NO ERASURES ALLOWED BUILDING +A KJ//�� ✓A-+/^Y AP.NO ;gg r ADDRESS/7�302 /E 2V/nL /2'0 OWNER-BUILDER DECLARATION WORKER'S COMPENSATION DECLARATION TENANT PROPERTY OWNER I hereby affirm that I am exempt from the Contractors I hereby affirm that I have a certificate of consent to self- LicenseLaw forthe following reason(See.7031 5,California insure or a certificate of Workers Compensation Insurance MAILING �QZ Zn O ADDRESS Business and Professions Code:Any City which requires a nor certified copy thereof i5ec.3800..Lab.C.1. ADDRESS f 7 v:N c /s'LV /2 permit to construct.alter,improve,demolish or repair any XCanitied ropy is filed with the DIS-7(/'�T//V No structure,prior torts issuance,also requires the applicant '�\Department of Building Safety for such permit to file a signed statement that he is a y _ "`2 3�"?9 Zr'/ ARCHNTEEECRT OR s TEL licensee contractor pursue to the Policy No C/b/xt/ _--_ AMdf v- /Alylrf2r� NO 7 s^/ our provisions of the -.. Contractors License Law(Ch 9 Commencing with Sec Insurance Co C/I�j _.. — AOCRESS "00)cfDw 3oftheB&PC)orthat he is exempttherefrom Expiration Date%--/4'�1_Applicant 17.50.Z Z�2 V,A+E �LLr.0 Sv�7F r09 dire basis forthe alleged exemption.Any violafone of CERTIFICATE OF EXEMPTION FROM WORKER'S CONTRACTOR TEL TRACT LOT BLOCK Sec.7031.5 by any applicant for a permit subjects the COMPENSATION INSURANCE l�F?_+rAt! No 73/_cx�+-7 applicant to a civil penalty of not more than.five hundred ADDRESS CITY (i"+�+�KJ NEW ADD ALTER REPAIR MOVING DEMOLISH d.Ih s($5OO.W)Section 1121 Tustin Municipal Code. I certify that in the performance of the work for which this l goo, T"s: pe rmit is issued,l shall not employany person in any man no, CTU STATE 01,as owner of the property,o my employees with wages so as to become subject to the Workers Compensation LIC NO. LIC.NO. as their sole compensation,will do the work and the Laws of Cautornia DESCRIPTION OF WORK structure's not Intended or offered for sale ISec.7044,B.& P.C.:The Contractors License Law does not apply to an Dale____ Applicant _ _. USE — .. oTNr at fpn.pertywh.bulltlso1 mpmvesthereon an d Who NOTIC E TO APPLICANT It,akar making the Certificate of USE VALUE dyes such work himself or through his own employees, Exemption you should become subject to the Workers WORK TO DE provided that Such improvements are not Intended Or Compensation provisions Of the Labor Code,you must PERFORMED T= — o "F/[� USE ZONE ZONING offered for sale,If,however,the building or improvement is forthwith comply with such provisions or this permit shall be / CONDITIONS sold within one year of completion,the ownenbuilder will deemed revoked .7/-nA STREET IMPROVEMENTS have the burden of proving that he did not build or improve CONSTRUCTION LENDING AGENCY for the purpose of sale.): I hereby affirm that there is a construction lending agency APPROVED L 1,as owner of the property,am exclusively contracting for the performance of the work for which this permit is GROUP TYPE CONST with licensed contractors to construct the project(Sec issued(Sec.3097,Civ.Cl. 7044,B.&P.C:The Contractors License Law does not Lenders Name--_ apply to any owner who contracts for such projects with a APPROVAL DATE INSPECTOR Contractortsl licensed pursuant to the Contractors License LICENSED CONTRACTOR'S DECLARATION FOUNDATION AND Law.) I hereby affirm that I am licensed under provisions of LOCATION I am exempt under Sec--_. B.&PC.for this Chapter 0(commencing with Soction7000)of Division3 of REINFORCING mason: the Business and Professions Code,and my license a In full force and effect. UNDER PINNING OR UNDER SLAB License Class /S—/ License No_/-p L ROOF SHEETING 3_� Data ...___Owner _ '� Date�// Contractor��=i�'/ SIZE '' ""�� NO OF NO.OF (1 SO FT. a/L+v STORIES FAMILIES ROUGH FRAMING IMPORTANT I agree not to occupy or allow occupancy of any building ONE- 1 1 ADO ALTER REPAIR DEMOLISH DRV WALL Application is herebymade to the Director of Building and authorized by this permit u t If nal Inspection approval has PLAN CHECKED II APPROVED Safetyfor a permit subject tothe Conditionsand restrictions been received.l Certify that l have read this application andItl LATH set tudh On this application.Each person upon whose state thatthe above information lecorrect.l agreel0 comply PLAN E RE O. VALUATION behadthis application is made and each person at whose with all Cilyand State lawsrelaling tothe building construe- 2; LqL 7 PLASTER BROWN CT FEE E request antl for whose benefit Work is pekormetl under or tion,and hereby authorize representatives of the City to pursuant to anypermRiasued ase result oftms application enter upon the above�menboned propertytor ins E E 75op FEES egreeste,and shall,indemnity and hold harmless the City of purpoaea Expirationi d er U.B.C.Sec' �� Tustin,its officers,agents and employees in accordance with the provisions of Chapter 2 of the Uniform Building _ Code. 5 azure of er or ctor ONLY 011 G� O� APPLICATION FOR ELECTRICAL PERMIT APPLICANT:PLEASE FILL IN USE INDELIBLE PENCIL,BALL POINT PEN OR OTHER GS �� NON-ERASABLE SUBSTANCE TUSTOF IMPORTANT IN USE INDELIBLE PENCIL OR BALL DINT PEN APPLICANT MUST COMPLETELY FILL IN ISS D av E PNo. O AREA WITHIN HEAVY BORDER ONLY. NO ERASURES ALLOWED 615 ADDRESS/ Q z ��[ �� DESCRIPTION OF WORK FEES / V :zS OWNER-BUILDER DECLARATION WORKER'S COMPENSATION DECLARATION TENANT TEL. ESoENTAL l51rvGLE OR A ULT FAM LY NE I hereby affirm that I am exempt from the Contractors I hereby adlrm that 1 have a certificate of consent to sell- No REA N SOUARE FET License Lawforthefollowingrcianxi ec.7031.5,California ine,ro OraCertificate Of WorkelsCOmpensationlnsurance MAILING GARAGES NEW RESIDENTIAL ADDRESS h2 S/�////fi F' j'7L Il/� oR rwLnFAMav usE Business and Professions Code:Any City which regU res a certif ed copy thereof(Sec.3800,Lab.C). /7� S AREA IN SQUARE FEE Permit to construct,alter,improve,demellsh or repair any Certfled Copy's filed with the CITY TOTAL structure,prior to its Issuance,also requires the applicantBuilding /cl:5 Q OUTLETS apartment Of ' Saf Safety RECEPTACLE �- lic such contractor t0 file r Signed statement than he IS a r lb7yl —G�,�. ZC' PROPERTY OWNER TEL LIGHT /L licensed contractor pursuant to the provisions of the Policy No _ S�'�.L_ _ SWITCH 7 Ceintrectors License Law(Ch.9(Commencing with Sec Insurance CO. G/6T A __ z /Lf MAILING _a00)of Dw.3 of thea B P.C.)or that he is exempt therefrom Expiration Date-_Z.". .''Applicant��--,�/" / ADDRESS Id the basis for the alleged exemption Any violations ofCITY TEL TOTAL Be 7031.5 by any applicant for a permit subjects the CERTIFICATE OF EXEMPTION FROM WORKER'S NO FIXTURES _ _..- applicant to a civil penalty of not more than live h ndled COMPENSATION INSURANCE ARCHITEC'OR TEL LGHTING dollars($500.00)Section 1121 Tustin Municipal Code. I certify that in the performance of the work for which this ENGINEER MfG />f'I n v NO.73/.-¢jf7 FIXTURES ❑I,as OWRer Ofthe o 9 or employees it is issued,i sh a 11 not employ any person in any manner ADDRESS Pr D rty Y P Yees with wages to become subject to the Workers Compensation /7(SO'Z ?rt vJivE �L ji VICTORS MISC. H.P. las their sole compensation,will do the work and the Zr..s0 v i LOWS Of California.struCONTRACTOR TEL he ContintendedlisLicense nsered Law does not apply B.8 Date Applicant___ N�2 TAG N0�3/^�/J/ P.C.P.C.:The Contractols L cense Law does not apply to an -s C 7 _� - 7 ownerof property who buildsor improves thereon,and who NOTICE TO APPLICANT:If,after making this Certificate of ADDRESS �^ GITy does such work himself or through his own employees. ExemptiOR you should become subject to the Workels7j'/(/ provided that sooh improvements are not intended or Compensation provisions of the Labor Code,you must CITY offered for sale.If,however,the buildin forthwith complywith such provisions orthe permit shall be LIC NO. g or improvement is sold within one year of completion,the owner-builder will deemed revoked. SUB PANEL havelheburden of proving that hand!not build orimprove CONSTRUCTION LENDING AGENCY for the purpose of Sale.): I hereby affirm that there Is a construction lending agency INSPECTION RECORD ❑I,as owner of the property,am exclusively contracting for the performance Of the work for which this permit is with licensed contractors to construct the project(Sep Issued(Sec 3097,CIv.C.), APPROVALS DArF INSP. NO LAMPS 7044,B.8 PC.The Contractors License Lew does not Lenders Name SIGNS apply to any Owner who contracts for Such projects with a - LIGHT STANDARDS N0.TRANS. contractORs)licensed pursuant to the Contractors License LICENSED CONTRACTOR'S DECLARATION TEMPORARY POWER POLES TEMP POWER 0POLE 0UNDGD. Law) I hereby affirm that I am licensed under provisions of I am exempt under Sec__. _...,a B PC.for this Chapterg(commeneIng with Section TOED)ef Division3 of UNDERGROUND SERVICE 0 200A .anon: the Business and Professions Code,and mylicense is intull force and effect. CONDUIT /j CONDUIT �l.i 'T! 201 AOOA License Clas /J_/ License No. 5 Q I -s '2 c' WIRING GLn..., 401 BOOA Date Owner Datef/ Contractor Y ❑NEW POWER ❑CHANGE Over SODA IMPORTANT I agree not to occupy or allow occupancy of any building T-BAR FIXTURES PLAN CHECKED BY APPROVED Application is hereby made to the Director of Building and authorized bythis permit until final inspection approval has PLAN CHECK RED NO. PO Safetyfors permit subjecttothe conditions andrestrictions been received.I certify that l have read this application and FIXTURES FEES set forth on this application Each person upon whose state that the above information is correct.I agree to comply y^ behalf this application is made and each person at whose with all Cltyand State laws relating to the building consiruc- FINAL (1 PERM IT 155UING request and for whose benefit work is performed under or tion,and hereby authorize representatives of the /— pursuanttoanypermitissuedasaresultofMisapplication enter upon the above-pre eriyi UTILITY NOTIFIED O' TOTAL FEES agreesio,antl snail,indemmtyentlholtl harmless the Cltyof purposes.Expirationi ays U.B. i 303(dj. Tustin t OH-cars,agents and employees maccordance -^--�'— -s PERMIT VALIDATION CK. M.O. CASH woih the p O bions Of Chapter 2 of the Uniform Building ry���� WHEN PROPERLY VALIDATED(IN THIS SPACE)THIS IS YOUR PERMIT Code. Signature olOwn r o r dr ONL- Date Penreee Y TUSTIN �� APPLICATION FOR BUILDING PERMIT USE INDELIBLE PENCIL,BALL POINT PEN OR OTHER `� NON-ERASABLE SUBSTANCE. CITY OF IMPORTANT USE INDELIBLE PENCILEc er TE E EI No, APPLICANT MUST COMPLETELY FILL IN OR BALL POINT PEN AREA WITHIN HEAVY BORDER ONLY. '�' 0679 PRESS HARD-THIS IS A 4-PART FORM NO ERASURES ALLOWED BUILDING /r v R/ ! AP.NO E _ ADDRESS U _ OWNER-BUILDER DECLARATION WORKER'S COMPENSATION DECLARATION TENNANT,� j PROPERTY OWNEfl I hereby affirm that I am exempt from the Contractors I hereby affirm that I have a certificate of consent to seB j(JYQr,,,^.1C License Law forlhefullowmg reason(Sec.70315 California nsumoracertlhcateotWorkers Ccmpensatonlnsumnce MAILING - ADDRESS Business and Professions Code..Any City which requires a or a certif ed copy thereof(Sec.3800,Lab,C.), ADORERS,1 7-_�� permit to Construct,alter,Improve demolish or repair any ❑Certified copy is tiled with the $JTZ L TEL. structure,prior to its Issuance also requires the applicant Department of Building Safety ;.`SI''�n �"{" NO. for such perm}to file a signed statement that he Is a Policy No.. 72ANSAA'Al�.t/L Adie'✓:✓L SC'z'1 IS E GIN ER ',c, _]--,,,:TEL licensed contractor pursuant to the Prov dons of the y ENGINEER -7-T>.T'yT-r'•�-1 NO. ante Co. g0/3E/�7 Avc.(L E A45�6G Contractors License Law(Ch 9(Commencing With Sec. I - ADDRESS j , "000)of Dlv.3ofthe S8 PC.)or that he is exempt therefrom ExPiration DatE�7..Applicant !/EA?/T^^.Gf D''�' and the bass for the alleged exempt on Any v olat'on,of 1 CERTIFICATE OF EXEMPTION FROM WORKER'S c NTRAOTOR TEL TRACT LOT BLOCK Sec 7031 5 by any applicant for a permit subjects the COMPENSATION INSURANCE r n'tr"F'^? l[/t.•x.� NO J� L7�/% applicant to a civil penalty of not more than five hundred ADDRESS -CIN _ NEW AO❑ ALTER REPAIR MOVING DEMOLISH tloPI is($500.00)Section 1121 Tustin Municipal Code. I certify that in the performance of the work for which this - ✓ �)� p yany person in an permit is i55ued.lshall notem to any 7 I.as owner of the property,or my employees with wages so as to her.rne SUblect 10 the Workers Ce mpensati o LIC NO _ 1.11.E. C NO. as their sole compensation will do the work and the Laws of California. 'DESCRIPTION OF WORK structure is not intended or offered for Sale(Sec.7044.B.& l P.C.:The Contractors License Law does not apply to an Date_ Applicant_ uSE NOTICE TO APPLICANT:If,alter making this Certificate of -(•.�- USE VALUE l ownerof propertywho builds orimproves thereon,andwho $ does such work himself or through his own employees, Exemption you should become subject to the Workers I WORKTOSE Compensation provisions of the Labor Code,you must PERFORMED U3E E ZONING provided that Such improvements are not intended or CON0ITI forthwith comply with such provisions orthis permit shall be offered for sale.It,however,the build Ing or l mprovement is .>// sold within one year of completion,the owner-builder will deemed revoked. L�/ ✓,/ STREET IMPROVEMENTS / have the burden of proving that he did not build orimprove CONSTRUCTION LENDING AGENCY , N/ for the purpose of sale.): I hereby affirm that there is a construclion lending agency APPRovED ❑I,as owner of the property,am exclus vely contracting for the performance of the work for which this permit IS --_ �r/ ,�/fry!` GROUP TYPE CONST with licensed contractors to construct the protect(Sec . (Sea 3097,CA,C.). 7044,B.8 P.C.:The Contractors License Law does not Lenders Name apply to any owner who contracts for such projects with a APPROVAL DATE INSPECTOR .oniractor(s)licensed pursuanttothe Contractors License LICENSED CONTRACTOR'S DECLARATION FOUNDATION AND aw) I hereby affirm that I am licensed under provisions of LOCATION .I am exempt under Sec.__ B.BPC.for this Chapter9I-mmerl with Section 101lDivision3 of REINFORCING reason: the Businessand Professions Code,and mylicenseisinfull UNDERPINNING force and effect. OR UNDER SIRS ``''aa< RODF SHEETING LCense Class ? Licens�ee Npo..��j� — Date__Owner _ Date/O-Z e__.Contractor Cli . NO OF ---- s0.FT (�t�i% STORIES / FAMIILIES ROUGH FRAMING _\,1_�I l IMPORTANT I agree not to occupy,orallow occupancy of any building O NEW ADD O ALTER O REPAIR 0 DEMOLISH DRY WALL Application is hereby made to the Director of Building and authorized by this permit until final IIII approval has PLAN CHECKED BY APPROVED V V Safetyfora permit sub)ect tolhe conditions and restrictions been received.I certify that l haveread this application and LATH set forth on this application.Each person upon whose state that the above Information is correct l agree to corn ly PLAN CHECK BEC.NO. VALUATION PC behalf this application is made and each person at whose withall Cltyand State laws relating tothe building constru FEE$ PLASTER BROWN CT request and for whose benefit work is performed under or tion,and hereby authorize r rose Tues of the Cit to ppfsUanf to any permit IS sued asa result of thisapplication enter upon the above-m¢ one operty for p ion $per FEES l-/ FINALyou agrees to,and shall,inderi and hold harmless the Cityof purposes.Expirationi Oda er U.B.C. 3( O Tustin its officers,agents and employees naccordano' with the provisions of Chapter 2 of the Uniform Building Code. r I of w ontra L Office T O APPLICATION FOR ELECTRICAL PERMIT APPLICANT:PLEASE FILL IN USE INDELIBLE PENCIL,BALL POINT PEN OR OTHER CITY O MPORTANT L \� NON-ERASABLE SUBSTANCE TUSTINF I USE INDELIBLE PENCIL APPLICANT MUST COMPLETELY FILL IN OR BALL POINT PEN AREA WITHIN HEAVY BORDER ONLY. 0 1 0 7 NO ERASURES ALLOWED - ADDDREss/7�L( L /y /j y - 81V -77/1DESCRIPITON OF WORK FEES OWNER-BUILDER DECLARATION WORKER'S COMPENSATION DECLARATION I TENANr !' TEL RELIOFgfn4�a�YINEwCiLE OR I hereby affirm that l a exempt from the Contractors I hereby affirm that I have a certificate of consent to sell �(^ly�'V�4"1fZ NO AREA",E SQUARE FEET License Lawfor the following mason(Sec.7031.5,California insure or a certificate of Workers Compensation l nsurance MAILING OR MUNFAMILAGFS NEW PESIDENT!PL Business and Professors Code:Any City which requiresa certified copy thereof(Sec.3800,Lab.C.(. (� oq MULTiFAM LV USE ADDRESS - �� J i'� f��✓ EA IN SQUARE FEEL' permit to construct,alter,improve,demolish or repair any Jy Cerrfiea copy's tiled with the OT OTOTAL structure prior to its Issuance.also requires the applicant Department of Building Safety 1N� �5��'� RECEPTACLE 6 J for Such permt tUTLETS 0 file a ugn d statement that he Is a 9iPJ4N.aAAr fAn�� ADO i'L$IS P PERT)O NER I- TEL LIGHT Policy No. - - licensed contractor pursuant to the provisions of the _ to r^� f=ib^tel J.(i�,r� NO. SWITGH y Contractors License Law(Ch.9(Commencing with Sec. Insurance Co�/ i T �.7E L ,!I'S.j NAIU Nr, - - r 7000)of Div.3 of the B.S P.0-)or t hat he is exempt therefrom Expiration Date z/� Applicant_y5 'P i7' d{ ADDRESS') 'b'-�i_ �/';,^;,-%_ �`(r/!'a- TOTAL ,no the basis for the alleged exemption Any violations ofCERTIFICATE OF EXEMPTION FROM WORKER'S 1n No Fln. RES Sec.7031.5 by any applicant for a permit subjects the COMPENSATION INSURANCE applicant to a civil penalty of not more than five hundred ARCHITECT OR TEL LIGHTING dollem($500.00)Section 1121 Tustin Municipal Code. I certify that in the performance of the work for which this ENGINEER 4c-,r r C NO. rIX11/RES permit isissued,l shall notemployanyperson in anymanner ADDRESS H.P. ❑I,as owner of the property,or my employees with wages so as to p—ra.subject to the Workers Compensation `�� �7�r M TORBb MISC.r as their sole compensation,will do the Work and the Laws of California. structure is not intended or offered for sale(Sac.7044,8.8 CONTRACTOR r TEL. P.C.:The Contractors License Law does not apply to an Date Applicant ig � �' NO / fir owners N OTI C E TO APPL I CANT It after m a o ng the Can locate of ADDRESS Y clry property was elf of through Improves thereon,antl Who r does such work himself or through his own employees, Exemption you should become subject to the Workers �� f N. ^}r' !'7� %✓ •/I provided that such Improvements are not intended o Compensation provisions of the Labor Code,you must CITY = improve r forthwith comply with such provisions or this permit shall be LIC NO. offered within for sale.If,however,the building or improvement is , sold within one year of completion,the owner-builder will deemed reVoketl. SUR PANEL have the burden of proving that hetlid notbuild or improve CONSTRUCTION LENDING AGENCY for the purpose of sale): I hereby affirm that there is a construction lending agency INSPECTION RECORD n 1,as owner of the property,am exclusively contracting for the performance of the work for which this permit is with licensed Contractors to construct the project(Sec issued(Sec.3097,Civ.C.). APPROVALS OATS INBP. NO LAMPS SIGNS 7044,B.8 P.C.:The Contractors License Law does not Lenders Name apply to any owner who contracts for such projects with a LIGHT STANDARDS NO.TRANS. c-b'"ads)licensed pursuant tothe Contractors License LICENSED CONTRACTOR'S DECLARATION TEMPORARY POWER POLES TEMP,POWER POLE ❑UNDGD. Law.) I hereby affirm that I am licensed under provisions of I am exempt under Sao—,El.S P.0 for this Chapter 9(commencing with Section 7000)Of DivisiOP3 Of UNDERGROUND SERVICE 0200A aaom the Business and ProfessionsCode,and my licensers in full ,D til n/l force and effect/� �7 CONDUIT ,��1" fl. 201400A License Class /}/ License No.9 5 �/ _ WIRING �„1,.�_ 5 ��/ 401 e00A Date Owner Dat O O-r7 A'COnIIRctOr O NEw POWER ❑CHANGE Over 600A PLAN CHECKED BY APPROVED IMPORTANT I agree not to Occupy or allow occupancy of any building r-BAR FIXTURES Application is hereby made to the Director of Building and authorized bythe Permit until final inspection approval has PLAN CHECK REC.NO. PC Set Were permit subject tothe Conditions and restrictions been received.l Certify that l have lead this application and FIXTURES FEES set forth on this application.Each person upon whose state that the above information is correct l agree to core ply / behalf this application is made and each person at whose With all Cityand Smy ng to the building construe- FINAL PERMIT ISSUING FEE request and for whose benefit work is performed under or tion,and herebyresentat a of the City t pursuant to any Permit Issued as a result ofthis application enter upon the ad Or rty for UTILITY NOTIFIED B E TOTAL FEES agrees to,and shaltlndentriify and hold harmlessthe Cltyof purposes ExpiratBy. .B.C.3 a (d). Tustin,its officers,agents and employees In accordance (�. PERMIT VALIDATION CK. M.O. CASH With the provisions of Chapter 2 of the Uniform BuildingWHEN PROPERLY VALIDATED(IN THIS SPACE)THIS IS YOUR PERMIT Code. of0tor Y Date Permitee 'PLICATION FOR BUILDING PEI IT —.._.. A'v F;_EASE �U IN SHADED AREA UNLY SE ``J +?_ FAIL POINT PEN OR OTHER NON B _ Ar�CE CITY OF TUSTIN APPLICANT FILL IN THIS SHADED AREA ECE VEDBy DATERECEJVED NO ONLY -- FILL IN COMPLETELY 17554 BUILDING ] ry Aa NO DATEI�SUED- ADDRESS 17 IAl' r3 , y n- - - OWNEERe�' BUILDING �..._W—LEL A R C T{�L s ADDRESS _ MAILING /�,,�� TPACT OT BLOCK ADDRESS_j 7 S(L/� V►A (��`V�._.. =L- CITY TEL„ NF N ADD ALT- ER S REPAIR MOVING DEMOL'SH NO. . ARCHITECT OR +'T L- ENGINEER 5+..,,i-.._s. .._ r�r�ADDRESS S"7"��h� owNFR 2. r CONTRACTOR TEL. LAF VALUF — eeJ N1- ADDRESS D.ADDRESS CITY USE ZONE ZONING CONDI C)N5 ITY STATE ...F____ STPEET�MPROVtMFNTS LIC.'NO-0 MA 7 LIC. NO.'443 6 DESCRIPTION OF WORK USE OF A .V .: EXISTING BLDG. _�zf" ' � r GROUP' 'YPF CONST FIRE ZONF - --- _.. - - ---- - - WORK TO BE PERFORMED --•1 INSPECTION RECORD AA( 8:r7L0Cd1715 AN-C) . -Add., 0V.II- SIZE NO OF NO. OF SLI. FT. /,100 STORIES FAMILIES ONEWOADD ALTER +REPAIR0DEMOLISH I hereby acknowledge that I have read this application and state that the above information is correct and agree to comply with all APPROVAL DATE INSPECTOR laws regulating building construction, and 1 shell not employ any FOUNDATION AND person in violation of the workman's compensation laws of the LOCATION State of California. +� REINFORCING I hereby certify that I am properly licensed as a contractor under theState of California Bus=nass and Prolessions Code, Division 3, NDER PINNING — --- Chapter 9, and that such licenses are in lull force and effect, OR UNDER SLAB or I em exempt from the provisions Of the State of California POO;SHEE?iNG Business and Profit Code, DivWon 3, Chapter 9. ROUGH FRAMING �ttz�,, (L1 4 SIGNATURE _ .. . — L. - OF PERMITTEE X DRY WA, -�- ..ATM ~ R.ASr.FR R VAN B O � 'T NA, ' APPLICATION FOR ELECTRICAL PERMIT AF 'CANT: PLEASE FILL IN SHADED F A ONLY USE ,ADELIBLE PENCIL, BALL POINT PEN JR OTHER -_ NON ERASABLE SUBSTANCE._. _ _ — CITY OF TUSTIN APPLICANT FILL 1N THIS SHADED AREA ISSUED BY DATE :SSUFD NO. �. � r� r• ONLY — FILL IN COMPLETELY14U ADIDRESS 1 1-7le?, DESCRIPTION OF WORK FEES OWNER RESm ENTIAL(SINGLE OR - MULTIFAMILYNEW AREA IN SQUARE FEET MAILING GARAGES NEWRESIDENTIAL ADDRESS DR MULTI FAMILY USE Y AREA IN SQUARE FEET CITY TE L. TOTAL NO, OUTLETS CONT CTO _ TEL. p RECEPTACLE iQ - �/ l^� G NO. JAS ` C J II LIGHT ADDRESSCITY / c "t SWITCH TOTAL CITY ST-ATE FIXTURES LIC. NO. /� � •—� IC. NO. r �,'"� LIGHTING FIXTURES Ihereby acknowledge that I have read this application and state that MOTORS&MISC. H.P. the above information is correct and agree to comply with all laws regulat- ing building construction and I Shall not employ any person in violation of the workman's compensation laws of the State of California. I hereby certify that I em properly licensed as a contractor under the State of California Business and Professions Code, Division 3, Chapter 9, and that such licenses are in full force and effect or.-[-.am exempt from the provisions of the State of California Bu ' s and Professions Code, Divi- sion 3,Chapter 9, X `✓�✓ SIGNATURE O PEftMiTTfE INSPECTION RECORD APP RO VAI_S DATF INSP. UNDERGROUND NO. TRANS. ---_— ___ —.-._--- SIGNS NO. LAMPS TEMP.POWER ❑POLE ❑ UNDGD. CONDUIT Z� S Y4- ,3•. SERVICE 0.200A WIRING r.� r lam' zo,-aooA POWER ONEW 401-600A FIXTURES I ❑CHANGE OVER 600A FINAL PERMIT ISSUING FEE , —.- -— E -.....----- J UTILITY NOTIFIED 1:i7U:rPER Fi£G-NO TOTAL FEES — PERMIT VALIDATION CK. VI O CASH WHEN PROPERLY VALIDATED (IN THIS SPACEI THIS IS YOUR PERMIT. APPLICATION FOR ELECTRICAL PERMIT AP 'CANT: PLEASE FILL IN SHADED F A ONLY USE INDELIBLE PENCIL, BALL POINT PEN OR OTHER NON-ERASABLE SUBSTANCE CITY OF TUSTIN - A ISSUf W,to ,ED HY DATE ISSUFB NO. 16282 ` . " � � �� `�' i"' .k r�. � .« * i• 4 ��a.-.,'. rte-�m���x�:� �.+��_ 'To m ,1 h aan g ox v F ,C. . 0-i7 _ a � � # Q � a . , . A � .. Fri 00 - ° - k r Vi ka -44 44 v : aft . - _ a x � sr. . wol ow a. � .. INSPECTION RECORD e. APPROVALS DATE INSP. T 71 UNDERGROUND ShF5�1 CONDUIT �fjj .� s " . / Iif :. x WIRING . ! r A sf .. POWER C7NIiAk t . n ]4b FIXTURES -i��, +/��° FINAL ;l c.°f' PERMIT ISSUING FEE UTILITY NOTIFIED B � � o. TOTAL FEE$ PERMIT VALIDATION CK. M.O. CASK WHEN PROPERLY VALIDATED(IN THIS SPACEI THIS IS YOUR PERMIT. APPLICATION FOR BUILDING ' AMIT APPLICANT: PLEASE FILL IN SHADED AtIzA ONLY USE INDELIBLE PENCIL, BALL POINT PEN OR OTHER NON- ERASABLE SUBSTANCE CITY OF TUSTIN - ; E IVED B NO T� i, A © ¢ R APPLE 6 LL iCQML A R.No D �.Y 044YNE°R BUILDING ADDRESS ,41 klN TRACT LOT BLOCK JDO'R� CITY T NEW ADD ALTER REPAIR MOVING DEMOLISH NO TE EINGE iR•, tir 4� x ick �,_► S GC1NY FF :TL a U VALUE N O. `� S AVQR -CITY USE ZONE ZONING CONDITIONS -I A STREET IMPROVEMENTS QB APPROVED ESV,• LC1f'3 GROUP TYPE CONST FIRE ZONE .Sue T� E 1�1� s4 t P""F DR''M 9 A_ " INSPECTION RECORD ¢ s _ S1 E NO,OFN C1F Is PT STon1FE5 :r EW .AboALTEfi REFAlRQAE�A00SH I herei�y`selenn } I.e"vo rood th14 aopfrgation and stab that tfis abo3r inFt i lanoprr�4 and sorae to corrsvW'wltw MI APPROVAL DATE INSPECTOR laves YY Viet rtq ripyest►action, and I shall not srnp�oy:XMVFOUNDATION AND o In°viol+tOw of the Worlo"an't tornpentatia,n iea+p"of`the LOCATION > of REINFORCING 4rereby fsi^ti �? tt*'St y i'ta�dufi" , d Prooalq i p oo�:DIVIolore3 UNDERPINNING CKap r} a , rdt,wBff' 14, nm are In fyl :fid X1 3, OR UNDER STAB or I ern exempt from tho ,pro�lilor* od`t tl Z of Colltornla ROOF SHEETING llutineu end Pr?"tDl s del =.olvition CheRter p. r ROUGH FRAMINGAt uAt DRV WALL -- - ti PL B1 APPPOVEC LATH Pl SCsK RE VALUA"ON oLASTERBROWNCT �A BMG p R�REC a E o :cc FINAL = � U APPLICATION FOR BUILDING Pr""IIT APPLICANT. PLEASE FILL IN SHADED AR, ONLY USE INDELIBLE PENCIL, BALL POINT PEN OR OTHER NON. _ERASABLE SUBSTANCE Y CITY OF TUSTIN ECEIVED By i DA F RECE1vEoo ; NO t CJ . r. 13797 A P NO DAT SSUE �C - ADDRESS AAal _ ... $, - - TRACT LOT BLOCK r WNER USE VALUE USE ZONE ZONING k b CONDITIONS A( STREET IMPROVEMENTS GROu' TYPE CONST FIRE 20NE"._..--- INSPECTION RECORD So Ww + I$ A + } APPROVAL DATE IN r A "- FOUNDATION AND LOCATION p REINFORCING « UNDER PINNING OR UNDER SLAB 3 ROOF SHEETING « �z ROUGH FRAMING DRY WALL DEAN CHECKED ByAPPPO ED LATH j PLAN CHECK PEC NO VALUAT'ON P FEE S PLASTER BROWN CT 10 Bt G F,�u (,/ S IEE S FINAL APPLICATION FOR BUILDING "IRMIT APPLICANT PLEASE FILL IN SHADED , :A ONLY USE INDELIBLE PENCIL, BALL POINT PEN OR OTHER NON• ERASABLE SUBSTANCE CITY OF TUSTIN If OWA tw_ fCEIVED Y D f� EIVEp NO O # ' pR A P NO D ISSUE BUILDING ADDRESS 4AfU ,> s R r TRACT LOT BLOCK 15 - i NEW ADD ALTER REPAIR MOVING DEMOLISH OWNER A. �t a USE VALUE � � s USE ZONE ZONING CONDITIONS STREET IMPROVEMENTS -__- ---'--' B. r etc.imp, GROUP T TYPE CONST FIRE ZONE a ► " a ! '� � � H INSPECTION RECORD � g '11°' 8627 - BMOW � 9 , T - . * • � .a APPROVAL DATE INSPECTOR FOUNDATION AND p4" n� LOCATION REINFORCING UNDER PINNING -11ljOki" OR UNDER SLAB ROOF SHEETING ;. .: . � FRAMING " xROUGH DRYWALL PIAN CHECKED BY A VE LATH PLAN CHF:K REC NO VALUATION P C FEF S PLASTER BROWN CT BLP PER R C n miry 5 «E EfyL(f FINAL r APPLICATION FOR BUILDINC -'ERMIT APPLICANT PLEASE FILL IN SHADED : ,, EA ONLY USE INDELIBLE PENCIL, BALL POINT PEN OR OTHER NON- ERASABLE_SUBSTANCE CITY OF TUSTIN ECEIVED BY ATE RECEIVED NO 13702 g. * A P NO DATE I UFO ' �« -M x- - a BUILDINGz � �" ADDRESS TRACT LOT BLOCK t r ;$ NEW ADD ALTER REPAIR MOVING DEMOLISH i 7sL P . { ".s _ - ,-: OWNER -. - r a r o- - ,. USE VALUE w� s _ ° * U� USE ZONE ZONING CONDITIONS cy STREET IMPROVEMENTS — � * - a x ' °" .R °* APPROVED_ GROUP TYPE CONST FIRE ZONE o INSPECTION RECORD 8626 tee_ 1pts UP , V, M'M,sem' C° 40 od. N APPROVAL DATE INSPECTOR 6 .IIFOUNDATION AND it LOCATION REINFORCING UNDER PINNING OR UNDER SLAB E ROOF SHEETING LA 'f ROUGH FRAMING DRYWALL vLAN CHECKED '--AP ROVED LATH PLAN CHECK PEC NO VALUATION C FEE b PLASTER BROWN CT y BLD PER RECn n 1 ;INAL APPLICATION FOR BUILDING ' RMIT A :A �JA�S-E PSL ;N SHADED AKrA ONLY j SE B', E PE'vC.l_ FAL POINT PEN OR OTHER NON• Ek e L �B`.`AN,_E CITY OF TUSTIN APPLICANT FiLL IN THIS SHADED AREA E IVfbB ➢�E�EI NO ONLY - FILL I COMPLETELY •°�� 3 ``7 (� � 7 6 5 BUILDING �` 'sA P NO D E ^_ ADDRESS 17-P&A .�`��l'7/yi�+ __ � _` OWNER BUILDING ADDRESS MAILING &4 4-k 4LL� �/ -�^ �} 'RACY tOT BLOCK ADDRESS ) Lf f"pI✓dI✓( l]L V& CITY F L� TEL. NEW TADD ALTER REPAIR MOVING DEMOL SH - t --- STi N O.----- ---- 73d-�6 ARCHITECT OR TEL.. ENGINEER NO �. _.. ADDRES5 � � _ O,+vN111 CONTRACTOR TEL. NO ADDRESS r CITY USE ZONE ZONING .L1��lt.._ — --- --'-'--'- CONDIT ONS 1CV2. FAV4� A. CITY STATE STREFT I.MPIPOVfMENTS LIC. NO. LIC, NO DESCRIPTION OF WORK USE OF A F V EXISTING BLDG. �� gF ' T GRCU YpE CONST FIRF ZONF WORK TO BE PERFORMED �r1�Alj �� �j INSPECTION RECORD SIZE NO, OF NO.OF SQ. FT. STORIES FAMILIES —_—_.....-- ._....... .. — --- ...... ..--- ---- NEW ADD 0ALTER C REPAIRCDEMOLISH I hereby acknowledge that I have read this appllcation and state that the above information is correct and agree to comply with all APPROVAL DATE INSPECTOR laws regulating building construction, and I shalt not employ any FCUNDAT CN AND person In violation of the workman's compensation laws of the LOCATION State of California. -- — RE'NFORCING I hereby certify that I am properly licensed as a contractor under ,the State of California Bus;nase and Professions Code, Division 3, NDER PINNING Chapter 9, and that such licenses are in full force and effect, OR UNDER SLAB or I am exempt from the provisions of the State of California ROOF SµFE'NG Bod usiness end Professions e, Divlsion 3, Chapter 9. ROUGN FRAMING SIGNATURE OF PERMITTEE — 1 Caw WA.t _ATH I 7 °.ASTER'I N76 CT c7\.•� _� %PPLICATION FOR BUILDING PI"MIT _311- APPLICANT PLEASE FILL IN SHADED AR. ONLY E -- L,'SE INDELIBLE PENCIL. BALD POINT PEN OR OTHER NON- ERASABLE SUBSTANCE_ __ CITY OF TUSTIN APPLICANT FILL. IN THIS SHADED AREA 111)"ECEIVEDBv I DATE RECEIVED NO ,.7 •• ILDING A P NOAPOMESS DAT SSUEQ? r BUILDING N-V\ ADDRESS MAILING TRACT LOTBLOB--- ADDRESS L CITEL. NEW ADD ALTER REPAIR MOVING } DEMOLISH ARCHITECT OR TEL. ENGINEER NO. --�-- ---- ' L_..— -....... AtSDiaESS —_ � W,NEI J CONT ACTOR TEL -- -- USF VALUF � '— ®®-- -- N`O.Q� -- - —T 5 �.4.�'+ 1... 6 1`o U.C- CONDI, _.---- — AQ SS CIT USE ZONE ZONINGIONS CITY j „r- / —,J STATE STREET IMPROVEMENTS LC. NO. � 1 S � �C7"-�`W`•r LIC. NO, DESCRIPTION OF WORK VSE OF TYPE EXISTING SLDC3- GROuP INSPECTION rFIRF ZONF WORK TO BE PERFORMED ON RECORD' mn fit' - -- -- iZE Nd. OF NO. OF SQ. FT. U STORIES FAMILIES y� NEWOADD ALTER ORE:PAIRODEMOLISH I her acknowledge that i have read this application and state that the above information is correct and agree to compiy with all APPROVAL DATE INSPECTOR laws regulating building construction, and I shall not employ any FOUNDATION AND person in violation of the workman's compensation laws of the LOCATION State of California. - - --- ---- REINPORCING I hereby certify that I am properly licensed as a Contractor under the State of California Business and Professions Code, Division 3, "NDER PINNING Chapter 8, and that such licensee are In full force and effect, OR UNDER SLAB oETr I am exempt from the provisions of the State of California Business and Profession$ Code, Olvislon 3, Chapter 9. ROOF 54ENG ROUGH FRAMING _ SIGNATURE F PERMI E DQv WALL LA'H -F PF' '4(,. 1 .4LUA-0N '-- . .—.— --- ----__�._----- -'-`----'- PLASTER BROWN CT I APPLICATION FOR BUILDING "IRMIT "- APPLICANT PLEASE FILL IN SHADED . _AONLY -K L_.iSE I�4DELBLE PENCIL BALL POINT PEN OR07HER NON. �I -.._ .. ...._._ERASAB'I.ESEJBSTANCE -- — CITY OF TU5TIN APPLICANT RILL IN THIS SHADED AREA ECEIVED D TE/RE EIVE _ No ONLY -- FILL IN COMPLETELY 1�7f f ��� -L -3 1 ADIDRESS ! _7V �L G"lam j t AP NO p�T �E � OWNER // BUILDING , C /� J' s L ,t J / ADDRESS ADDRESS 7 �}� ��C�r� J0 TRACT LQt — BLOCK -..._ CITY TEL. NEWADD ALTER i REPAIR MOVING DEMOLISH AACF ITECT OR TEL. �` ENGINEER NO -___- ADDRESS QWNFR CON RACTO ., TEL. USF VALUE NO. S ADDRESS /CITY C� " _ USE ZONE ZONING :"��G --�" -��l�JQ !� -CONDITIONS _S.=_-_ _...zz/._ CITY STATE: STRFFr 'MPROVFMENTS LC. NO. LIC, NO. DESCRIPTION OF WORK USE OF-_.._____m - APPROvFC EXISTING BLDG. GPOLJP TYPE CONST FIRF ZONE WORK TO BE PERFORMED INSPECTION RECORD ouj 1 :11 8627 ---. 8 002C100 SIZE NOL OF N O.O F SQ. FT. K STORIES FAMILIES NEW O ADD ALTER O REPAI R ODEMOLISH I hereby acknowledge that I have read this application and state that the above information is correct and agree to comply with all APPROVAL DATE INSPECTOR laws ragulat, ng building construction, and I shall not employ any FOUNDATION AND person In violation of the workman's compensation laws of the LOCATION State of California. - --- -- ----- RE'NFQRCiNG I hereby certify that I am property licensed as a contractor under the State of California Business and Professlons Code, Division 3, UNDER P+NWNG Chapter 9, and that such licenses are in full force and affect, OR UNDER SLAB or i am exempt from the provisions of the State of California ROOF SHEETING Business and Professions Code, Divls nn 3, Chapter 9. ROUGH FRAMING SIGNATURE _. . -- - F PERMI T E DRv WALL p "..rrK Fn By A vFO� LATH PLASTER BROWN[' I cNAL APPLICATION FOR BUILDING 'ERMIT APP .ICAVit PLEASE FILL IN SHADED . .�EAONLY 4 -- USE IP,IDEL'BLE PENCIL BALL POINT PEN OR OTHER NON- ' ERASABLE SUBSTANCE CITY OF TUSTIN APPLICANT FILL IN THIS SHADED AREA ecElvfDBY DATE RECEIVED No - 7 ONLY — FILL IN COMPLETELY /� � � ,-7 BUILDING f�'—' AP NO DATE�UED ADDRESS d 02 t'f li R ` L �� /.4 _ OWNER / BUILDING `C r // k ( ��`41 ADDRESS MAILING TRACT _ L0T f 7L ADDRESS �/6 CITY TEL. NEW ADDT-ALTER' REPAIk MOVING CfMOLSH NO. ARCHITECT OR TEL. ENGINEER NO. ADDRESS OWNER CO TRACTOR/ -- -�._ � — TEL. USF VALUE � Ct ��—iI NE973c ADDRESS CITYT USE ZONE 7ZONIN6 J�q CONDITIONS CITY STATE STPFET IMPROVEMENTS LIC. NO. LIC. NO. USE OF—� DESCRIPTION OF WORK U EXISTING SLOG. GRCUP TYPE CONST TFivF zDNF WORK TO BE PERFORMED INSPECTION RECORD 862,6 - -g o.air SIZE NO. OF NO. OF SQ. FT. V 5T6RIES FAMILIES _QNEW OADD LTER OREPAIRODEMOLISM ---_-.-- I hereby acknowledge that I have read this application and state that the above information is correct and agree to comply with all APPROVAL DATE INSPECTOR laws regulating building construction, and I shell not employ any FOUNDATION AND person in violation of the workmen's compensation laws of the LOCATION I State of California. — --+— — REINFORCING I hereby certify that I am properly licensed as a contractor under the State of California Business and Professions Code, Division 3, UNDER PINNING — Chapter 9, and that such license* are In full force and affect, OR UNDER STAB or i em exempt from the provisions of the State of California �— Business and Professions oda Division 3, Chapter 9. ROOF SHEETING ROUGH FRAMING SIGNATURE F PERMIT E X DRY WALL DF'NC' I VALUA nl., ;:< < PLASTER SROWANC' i NAL -�— �' APPLICATION FOR ELECTRICAL PERMIT APPi.-17 T P-1,FASE iN S H )ED A R F ',N LY ------- PF" T TPVLZANT FILL IN THIS�qZCD A9PA ONLY — FILL IN COMPLET !-.Y K FEES r 7 4- 7. 7- TT 1rS J— :T yy --T!7, -hit I )'Y. PIOPer!V ino rjlojp.,,sions full f,rce.1,1 etje� c r r ....... o k of ,,ho t RE CF PERMITTI INSPECTION RIFCGRD� F H C'H i N:'..� NO,TRANS. SIGNS NO, LAMPS TEMP. PoVVFR 0 POLE El UNDGE). N I)I! -- — SERVICE 0-200A WIRING 201,400A 401 600A POWER F-3 NEW ------------------- F 0 V VEF 0CHANGE OR 600 0A FIXTU9FS PERMIT ISSUING FEE FINAL RFC UTILITY NOTIFIED TOTAL FEES PERMIT VALIDATION CK. MC! WHEN PROPERLY VALIDATED ON THIS SPACE) THIS IS YOUR PERMIT. APPLICATION FOR ELECTRICAL PERMIT APPLI �T: PLEASE FILL IN SHADED ARE -)NLY USE INDELIBLE PENCIL, BALL POINT PEN Oh JTHER NON-ERASABLE SUBSTANCECITY OF TUSTIIN APPLI N F " L 4N T� 0$0-ADEQ A,. EA I ED 1BY DAT E Nn 10977 7 1 i - N.. r P1THI.1 BUILDING _ DESCRIPTIONOFWORK. ADDRESS G� I C� t :FS Y - ArSIOENTIAL(SINGLE OR; MULTi-FAMk-Y-MEW) AFEA lM9OUA RE.SE E7 MAILING "� -��-pop^^^ OR MULT�-FAMILY USE) RAGES`NEW iRES1DENT AL ADDRESS NV }C.� ( G) A3�lrA IN SdVARE FEET CITY T' TOTAL � Nb.': 00o OUTLETS CONTRACTOR L• C� RECEPTACLE ,,.,_.. LIGHT aDaRl=sS iT SWITCH TOTAL CITY STATE' F I XTURES LIC. NO. LIC. NO. J ! / LIGHTING F IXTUR ES t hereby acknovAecige thpt I have raaad this application and state that MOTORS&MISC. H.P. the above information is correct and agree to comply with all laws regulat- ing building construction and'I shall not emptoy any person .in violation of the workman's compensation lavvs of the Stafe of California. I hereby certify #wt I area properly-licensed as a contractor under.the State of California Business Professlons Code, Division 3, Chapter 9, and that such license*are in.ftjlI 4orce and effect or l am exempt from the provisions of the State of C ifetnia Business and Professions Code,-DIvl- _ �I- slon 3,Chapter 9, I. NA 'URE OF PERMITTEE _ r INSPECTION RECORD APPROVALS DATEINSP_ � UNDERGROUND _ *NFCa.TR a ^ _ TE��•: ?YE CONDUIT w WIRINGt� POWER HIP FIXTURES FINAL ,PERMIT ISSUING FEE UTILITY NOTIFIED BL P RE NO. TOTAL FEE S G' v PERMIT VALIDATION CK. M.O. CASH / �• 7� WHEN PROPERLY VALIDATED(IN THIS SPACE)THIS IS YOUR PERMIT. �T / A"OLICATION FOR BUILDING PERM'* - — All. AP -ANT: PLEASE FILL IN SHADED AREA C Y I USE INDELIBLE PENCIL, BALL POINT PEN OR OTHER NON- ERASABLE SUBSTANCE CITY OF TUSTI N 00 APF!I� ANT' F1I.L RTHIS SHAD` [� AReA RECEIVED BY DATE RECEIVED LDATEISSUED 1156�4LL"IN COMPLETELY b SlltkllTlM1 A P.NO T��ift � ' 1C.C:A/�. ° � Ems '�t BUSLDINz rr �'7— ADDRESS MAIN® Qp TRACT LOT BLOCK NE7 ALTER REPAIR MOVING DEMOLISH NO. HITECT Oft TEL- i1$k`Ei' NO. - � OWNER * TK A. I 0 TUSE VASLUE AkD DRtEBS CITY USE ZONE ZONING (CONDITIONS l STAT STREET IMPROVEMENTS 11 � LIq.NO.. �CRIPTIO )OF WORK E OF APPROVED GROUP I TYPE CONST .FIRE ZONE plEw oE�lu�ia L 1Aj6_ INSPECTION RECORD T. 5' RES FAMILIES - - AI F' bhp ALFEn RPIH L7EMOLISH ritaii this appitaVion apd lktptqth stmt'* r gr A iki 40d aaw . to,goTnply whir` i APPROVAL DATE INSPECTOR ANVO ar 401#6i ltii 6144 obi and I SI not Om0oy aAli FOUNDATION AND rpI iri�i, tl�on of tke' �vbr�coylrt•a aomponsotkon Isvvs of tii8 LOCATION of !;r41 .rAi " REINFORCING _— � + rl r i et+4 Praf C�nl �Q G19visign UNDERPINNING G $ter d am. (io are in lwlk forage=ins!-effar#r° OR UNDER SLAB br arty bxernpi" from 'the provisions of the State of California ROOF SHEETING ' #rrid«R7>�fly rs .; 11Nia1 Chapter 9, - --ROUGH FRAMING )X W DRY WALL PLAN CHECKED BY II AVPR<DVED - - -` f LATH PLAN CHECK REC NO VALUATION __7P_[C FEE $ - PLASTER BROWN CT BLDG, PER REC S FINAL �. /47 S6 3 rQ, ter: SLAG CA2PenA3G C44A N 71ZAMS ♦ nAT7*14. ?4xi ltuG oo A). W" 1.t of 6W. OF-iw.AecA . �- `• . ' �-�`� y ��---�� +� �r : ...fes •�-���r� ��_ ell . ' •� ,• `� � �` � '����`• -gyp a'; •'��a' '� ;� � I 0 set of n;rns'8 saF•. ciJidnS mu*usj h ' Orr po Low. .I TE �. �� �- ---------- APPLICATION FOR ELECTRICAL PERMIT I _ICANT: PLEASE FILL IN SHAE cA ONLY SSE INDELIBLE PENCIL, BALL POINT NEN OR OTHER NON-ERASABLE SUBSTANCE CITY OF TUSTIN APPLICANT FILL IN THIS SHADED AREA ISSUED BY DAT Issur No 7 ONLY — F. I COMPLETELY., 495 BUILDINGr ^ DESCRIPTI N OF WORK ADDRESS �� � � ��% F� �,� � �r: ; O INNER, �„ FE Y t' .. RI SIDENTIIAL(SINGLE OR. MAILING AREA IN SQUARE FEET ADDRESS GARAGES NEW(RESIDENTIAL CITY TFL. OR MULTI-FAMtL.Y USE) AREA I N'5QW.6RE FEE CGNTR4Cf[>Fi TOTAL STS OUTLETS ADDRESS' ;, RECEPTACLE LIGHT CITYSTATE _ _3 LIC. NO. $ LIC. N.O./A. r , TOTAL I hereby acknowledge that 1.have read this application and state FIXTURES that the above information is correct and agree to eorr€ply with all laws �? regulating building construction and l shah "t employ ariy person in: FIXTURE5 violation of the workman'srompensation laws of the State of California.: I hereby certify that I am properly,fi:censed as a contractor under the MOTORS MI �ry 'State of California Business and Professions Code, Division 3, Chapter 3; �! C� 7 � 9 2b. *� P Q I `t and that such .1.iC8rises are.in-full force arid a##ecr or I am:exemptfrpm the provisions of the State Of Cailfornla Businass and Professions Code, ..:. Division 3,Chapter 9: v 43f1ATUR'E V PERRAiTTEE. INSPECTION RECORD APPROVALS DATE lNSP. UNDERGROUND _ SIGNS NO."I RANS. —. NO. LAMPS. CONDUIT TENAP.POWER © PC1LE [] LINDGD. WIRING SERVICE 0.200A POWER — 201-400A . NEW 4#11-600A FIXTURES 0 .CHANGE OV ERf3CGA FINAL PERMIT ISSUING FEE UTILITY NOTIFIED HLDC PER REC. NO. iJ TOTAL FEE $ t PERMIT VALIDATION CK. M0 CASH WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT. `A; `'r, VENTILATING AND RE' 'C TION APPLICATION FOR PERMIT - APPLICANT: PLEASE FILL IN SHADED AREA ONLY USE INDELIBLE PENCIL, BALL POINT PEN OR OTHER NON- ;' FRASABLE SUBSTANCE CITY OF TUSTIN APPLICANT FILL IN THIS SHADED AREA DATE RECEIVED ©ATE ISSUED NO.- 3 8 31 ONLY - FILL IN ©MPLETELY BUiLUTNc Suite #122 Fuel: Oil ❑ Not. Gas ❑ LPG. ADORTSS 187n2 Tr-vine Blvd, PERMIT FEES OWN F-14 car East No. Type of Equipment Fee MAILING - -�7 Air Cand. Units-H.P. Ea. $ ADDRESS 18702 Irvine Blvd. ._ Refri eration Units-H.P. Eo. clTv No'-'TUxtin Boilers-H.P. Ea. ARCHITECTOR TRL• Gas.Fired A.C. Units-Tonnage Ea. ENGINEER NO, Forced Air Systems-S.T.U. ADORIESS 714 Gravity Systems-B.T.U. CONTRACTOR TaLQ.� Floor Furnaces-B.T.U. Southland Htgo & A/C No 27-0813 Wall Heaters-B.T.U. ADDRESS CITY aqh Unit Heaters-B.T.U. 2zoo Temple Ave,CITY - - STATE Evaporative Coolers LIC, NO. 6885 LC, NO. 114040 V JAppliance Vent or Type "A" Chimney DESCRIPTION OF WORK Ventilation Fan List= OF EXISTING BLDG..- Range Hood WORK TO BE Air Handling Unit- C.F,M. PERFORMED ;�.� .�,� �.. .. Incinerator SIZE NO.OF NO,OF SQ. FT. ST.RI ES FANALt1E^s . O NEW ADD O ALTER 0REPAIR ODEMOLISH PERMIT $ 3 0 0 1 hereby acknowledge that I hove read this application and state that the TOTALFEE n above information is correct and agree to comply with all laws regulating $ `' ) building construction,and I shall not employ any person in violation of APPROVAL DATE lNSPFC OR the workman's compensation laws of the State of California. I hereby certify that I am property licensed as a contractor under the State of California Business and Professions Code,Division 3,Chapter 9,and that such licenses are in full force and effect,or €am exempt from the provisions of the State of California Business and Prafessiar, Code, Division 3,Chapter 9. SIGNATURE y ���� / MAY 15 Z 3 UL 0 OF PERMITTEE /� ✓✓✓ _�-�r/ PLAN CHECKED BY APPROVED PLAN CHECK RFC.NO, V ALU ATION PC FEE $ $ -EE $ ___ FINAL �� APPLICATION FOR ELECTRICA�'- PERMIT CAf PLEASE FILL IN SHADED A C Y It INDELIBLE PENCIL, BALL POINT PEIv OR OTHER -NON-ERASABLE SUBSTANCE CITY OF TUSTIN APPLICANT FILL IN THIS SHADED AREA ISSUED�Q. DATE iSSUFD NONLo. Y FI IN COMPLETELX - 8814, BUILDING f E DES RIP ION OF VVO'RK ADDRESSe .`" FEES OWNER �y " RESIDENTIAL(SINGLE OR ? 9 ✓+t` ? t, 4 �w:> MULTIFAMILY- NEW). MAILING AREA IN SQUARE FEET ADDRESS GARAGES NEW(RESIDENTI:A.L CITY TEL. OR MULTI-FAMILYUSE) AREA I INSQUARE F -ET CONTRACTOR TEL. TOTAL f OUTLETS _ ADDRESS �ifY a RECEPTACLE � CITY STATE LIC. NO. LIC, NWITCH O. -I hereby ackn0wledg6 that 1 have read this application and state FfTOTAL XTUIES that the above Information is correct and agree to comply With all lovvS - regula.ting building constructiart and i shalt not employ any person ih' .FIXTURE$ violation ofthework:man'scpmpensation taws of the'5tats of'CaF3tarnia I herebycertify.that 1 am'property kensed as a contractor under the 'MOTORS ISMS State of California Susioess arid Professions Code; Division 3,Chapter 9, and than such licenses are-in full force,.and effect or-I aM eze+nptfrom.,- the provisions of the State elf Cairf©rtiia Business and Professions Code, Oivision 3,Chapter 9. X SICTNATUFtt OF PE iTTEE INSPECTION RECORD APPROVALS DATE INSP, - UNDERGROUND — -- SIGNS NO.TRANS: _�- - - NO. LAMPS - CONDUIT TEMP. POWER Q POLE: © UNDGD. WIRING SERVICE 0200A 201-400A POWER -- —._` NEW 401-600A LI XTURFS L% 0 CHANGE OVER 600A FINAL PERMIT ISSUING FEE urILITY NOTIFIED / DI DG. PER R2 _c NO TOTAL FEE PERMIT VALIDATION / CK. M O CASH WHEN PROPERLY VALiDATEiD (IN THIS SPACE) THIS IS YOUR PERMIT t__ 001 3-00 APPLICATION FOR ELECTRICAL PERMIT APPL, NT: PLEASE FILL IN SHADED ARF ONLY USE INDELIBLE PENCIL, BALL POINT PEN Oh OTHER ___..__- _N N-ERASABLE SUBSTAN E _ � t CITY OF TUSTIN ` APPLICANT FILL IN THIS SHADED AREA ?gc' UED By { ATc is�uE vo ONLY > 1 CAMP , F 6518 - eul RISS j DE rRIPTION OF WORK ADDRESS �` ' f �f,'r'" FEES: QWNER� RESIDVNTIAL(SINGLE OR MULTI-FAMILY -NEW) MAILING AREA IN SQUARE FEET ADDRESS GARAGES NEW(RESIDENTIAL CITY •%' TEL. OR.MULTI-FAMILY USEI AREA I EEE CONTRACT(1J4 , TEL TOTAL OUTLETS f y ADDRESS, ., •, ECEPTACLE IGHT CITY STATE SWITCH (srJ LIG. Na. LtC. N.Q. - TOTAL I hereby acknowledg xIiat I have. read this.app.sicatio.n and stale. FIXTURES that the above information iscorrect and agree to eomply. with ali laws. LIGHTIN- regu}sting hurtding.construction and I shall not ernoloy any person In FIXTURES t violation oftheworkman'scompensation tags of thq$late of California. I hereby certify that I am properly0consed as a contrQctar under the MOTORS misc. . HE State of California Business.arid Professions Code, Division 3.Chapter 9, and that such licenses are in:full force and effect or I am exempt from the provisions of the State of California Business and Professions Code, Division 3,Chapter.9. _ Xw BIC,.fATU OF PE ITTI;E , INSPECTION RECORD APPROVALS DATE ENSP. - - UNDERGROUND NO..TRANS. 'StGN:S NQ- LAMPS CONDUIT TEMP_POWER POLE © © 'UNDGD. WIRING SERVICE 13-200A POW E R 201400A --- __ NEW 4011600A FIXTURES L CHANGE OVER 600A . FINAL PERMIT ISSUING FEE RI-DC, -- - . r . � _. UTILITY NOTIFIED RL_D .PE TOTAL FEE S � PERMIT VALIDATION CK M 0. CASH WHEN PROPERLY VALIDATED (IN THIS SPACE> THIS IS YOUR PERMIT- 19 2 f, 0010.00 APPLICATION FOR ELECTRICAL PERMIT CITY OF APPLICANT TO FILL I- ZRFWITHIN HEAVY LINES ONLY. TUSTIN BUILDING TRACT �_J _ OT NO. TOWN OR SCHOOL D15T- / -- -- CONTRACTOR d NEAREST CROSS STREET �. OWNER = ff. C ADDR1=55L PROPO F PRESENT // ` _ TEL USE USE CIT 'L_ J 1-/-NO. - RE5IUENTfA>, +SINGLE oR FEES STATE EXPIRATI '-�� MULTI-FAMILY - NEW LICENSE NO. �. DATE '�� _ AREA IN SQUARE FEET _ GARAGES NEW I RESIDENTIAL DATE READY FOR FIRST INSPECTION OR MULTIFAMILY USE- I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION AREA IN_SQUARE FEET _ _ _._ AND STATE THAT THE FNFORMATION PROVTQEO IS CORRECT AND COOKING APPLIANCES- NO. OF AGREE TO COMPLY WITH ALL CfTY ORDINANCES AND STATE LAWS WATTAGE EACH REGULATING ELECTRICAL WIRING. -- I CERTIFY THAT I POSSESS THE ABOVE VALID CITY LICENSE, HEATING APPLIANCES - NO. OF OR I AM THE LEGAL OWNER OF T.FJF RESIDEN'Tl AL PROPERTY HERE- WATTAGE EACH IN DESCRIBED, /y// HOME APPLIANCFS - NAME EACH SIGNATURE OF PERMITTEE FIXTURES- NO OF METER LIGHT POWER AC& VOLT' PHASE OUTLETS-NO- OF J SERVICES SIGNS & HP GAS TUBE LIGHTING INSPECTION RECORD POLES [PERMANENT) [CONSTRUCTION TEMPORARY UNDER GROUND[ GENERATORS- NO. OF --_-- KW. EACH TRANSFORMERS-NO. OF KW_ EACH MOTORS- NO. OF LIST UNDER MISCELLANEOUS MISCELLANEOUS AND LIST OF MOTORS - _ lft� t143 s $ ID1.61 Fid 11.61 1 rAPPROVALS DATE INSP. Si GNATUFtE NUMBER OF SERVICES DUIT IF UNITS TO BE SEPARATELY METERED- LIST AS NUMBER OF SERVICES GROUNDING PERMIT ISSUANCEURES TOTAL FEE POWER FINAL - - BLDG. PL NO. BY REC U)1L1TY NoTiFi[o APPROVAL DATES_ TOT L FEE �7 BD 6358 APPLI{C' " 'I FOR BUILDING PERMIT APPLICANT . ,LI IN SHADED AREA ONLY E USE INDFI IFF r'Fi i( '' , 1 -, .� �011`,IT PF1`1 OR OTHER NON- ERAS ABt.E 5'JB'7,i — UIT UP TUSTIN APPLICA► PIS 1N �{S SHADED AREA RECEIVED BY DAF RECE EED NO y?r 6823 BCJlLp1NC; A P NO DATE IED A44155 t -- zb OWNER BUILDIN j '`.,. MAILINGTRACT LOT BLOCK A£sMSS CITY NEW 7 F,DD ALTER REPAIR MOVING DEMOLISH :71 111�1 ARCHITIECtOR7fL ENC,LNER NO. ADDRESS _ CONTRACIOP TEL.. USE �� � VALUE AZI 'r: ' t is NO S' $ ADDVESS CITY USE ZONE ZONING „) _.__.__.. CONDITIONS CITY STATE STREFT In1PPOVFMEtJ$ --- --- _.. UC.No. K.NO./9.7 ...... DESCRIPTION OF WORK ARPRov 27 It. 0596 + 0 0.01Q00 OF USE Of W_ _ ....__.. ESE ra BlG3G GROUP - — —l TYPE CONST FIRE ZONE W PERFORMED ' L IzL_ (4–, l .' � � INSPECTION RECORD—�� SIZE. NO:OF NO OF 50.ft ST094ES FAMit1ES NEW 0 AtmALTER RFPA#R DEMOLISH f hereby cKkna'.rfedge that i-.hove reotl this appbcano�and sive that the above r)farmatmel Fs tprrert and agree to comply with af: laws reigJat,nq building construction, onsl t shall.roit;,vnpipy aoy person 'n v;olr,•�cn of the_C kl m"'s _APPROVAL DATE INSPECTOR compensolion.laws of 0w State of C:alrftytn Em, FOUNDATION A N D LOCATION I twreby rectify that f am-peopeily TiFensed m a contraot t vnder the State of Californle Bvi;r*ts surd Pjb'fioioosCode;Division 3, Chapter 9, prtd that such REINFORCING Ticenaes are n Wil force and Ofect, or T'oft)exempt from the A,OvisiOns of the state Of Califon,iaBusiness:andNofessfomCode,Division 3 Chopler 9 UNDER PINNING OR UNDER SLAB ROOF SHEETING ROUGH FRAMING SIGNATURE - Of PnmfTfE W T V �- DRY WALL PLAN CHFCKE AP5@mfll - - ----- atLATH -- PLAN CHECK REC NO VALUATION P i PLASTER BROWN CT. BSG PER �REa I— FINAL Z �Z APPLICATION FOR ELECTRICAL PERMIT CITY OF APPLICANT TO FILL IN X 1ITHIN HEAVY LINES ONLY. TUSTIN BUILDING ADDRESS TRACT LOT NO D _ TOWN OR SCHOOL DIST. --- ---- CONTRACTOR NF_AREST CROSS STREET - '- � - OWNER ADDRESS C re PROPOSED PRESENT TEL. USE US_ECITY -�r• - NO. RESIDENTIAL SINGLE OR FEES MULTI-FAMI LY-NEW i STATE EXPIRATION AREA IN SQUARE FEET LICF_NSENO_f_�/r� _C'<— - - - __DATE GARAGES NEW �RESIDENTIAL " W_ DATE READY FOR FIRST INSPECTION OR MULTIFAMILY USE! I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION AREA IN SQUARE FEET AND STATE YHAT THE INFORMATION PROVIDER IS CORRECT AND COOKING APPLIANCES - NO. OF AGREE TO COMPLY WITH ALL CITY ORDINANCES AND STATE LAWS WATTAGE EACH REGULATING ELECTRICAL WIRING. ._..__._..._......-.__._......_._.._.—�—_ I CERTIFY THAT I POSSESS THE ABOVE VALID CITY LICENSE, - HEATING APPLIANCES- NO. OF OR I AM THE LEGAL OWNER OF THE RESIDENTIAL PROPERTY HERE- WATTAGE EACH IN DESCRIBED, —-- ______._ _ HOME APPLIANCES - NAME EACH SIGNATURE -- _-___--._ PERMITTEE FIXTURES- NO. OF - ESERVICES ERS LIGHT POWER AC& RFG VOLT PHASE D OUTLETS -NO- OF � J� SIGNS & HP GAS TUBE LIGHTING fr�►'yY I INSPECTION RECORD POLES -PERMANENT) 'CONSTRUCTION TEMPORARY UNDER GROUND) GENERATORS- NO. OF —"--'-- X97- —A-8-- 4.00 KW EACH NO OF OF KW. EACH MOTORS- NO. OF LIST UNDER MISCELLANEOUS --- MISCELLANEOUS AND LIST OF MOTORS , NUMBER OF SERVICES APPROVALS DATE Irlsr. SIc;NAt ur+� CONDUIT i IF UNITS TO BE SEPARATELY ---------------- --_---- METERE❑- LIST AS NUMBER OF SERVICES, UNDERGROUND PERMIT ISSUANCE-- WIRING ----- FIXTURES TOTAL FEE POWER FINAL ,� Z RFC. ............111-DG. PT. NO, BY UTILITY NOTIFIED APPROVAL DATE TOT L._F�E ° 6 6178 APP LKA IN FOR BUILDING PERMi - APPLI l.�il i1LINSHADED AREA ONLY E USE INDE1Jt I I I'O!NT PEn;OR OTHER NON _ERASARI F CITY OF TUSTIN ,APPOCptNT FILL I#� THIS SHADED AREA RECEIV Y 1 D NO �1AONLY(. . FILL IN COMPL TELY Cu J::Z11ECE I� �6�8 FtL€kLDIN r . 59 7le It Na- DATE ISSU Z ADDRESS 117 OWNER BUILDIN( ADDRESS . G r�r . 1 MAILING _ TRACT LOT BLO ADMR 6 + CITY TEL. NFW ADD ALTER REPAIR MOVING DEMOLISH NO ARC tTECTOR TEL. ENGINEER NO. OWNE ------ ... - - - AWRf'SS CONTRACTOR TEL _ US -- VALUE - -- NO 3 o-cl ANDRE$& CITY l€SE ZONF -- ING CONDITIONS --- CITY STATE STREET IMPPOVEMFNTS LIC NO. LtC.N©.l7 7 20 -'L � r" 2ESC IPTION OF WORK - APPROVED__ _____ USE Of GROUP i TYPE COr4si FIRE ZONE EXtST€.NG:ETLDC. PES OPMeo " ► -- SPE T RECO SIZE I ..af Na O6 so � STORIES EAntII NEW A� ALTER 0 REPAIR C)DEMOLISH - ---- - ----�^ - y I hereby o0rvgsWedg0 tluxx..l have 46 41 fbis oppl�cotion and state that the above rrrformatron is ¢GrrY orKk Agree to tiirr p4y wrth oti lows rego}arinq buEloing 1 tonStrLXDri. anti-:I s}r I..not errip4oy'Orly person in violation of the -utkmor's APPROVAL DATE INSPECTOR corripensohon lows of the$1.p0*.j5f CctlhOt n o FOUNDATION AND LOCATION I hereby testify that 1001 properly.lice,%ed as o contractor under the State ofi C610rnfo gusirMss Piofoolons:Code, Division 3, Chopter 9, and that such REINFORCING licenses etre 'n fvfl force oiild Ofe<t, pr F pm exempt from the proviiions of the - -- - -- - ----- _.__, State of Cofifarnsiq.84pnEtssond Protestors Code.01vrsion 3.Chapter 9 UNDER PINNING OR UNDER SLAB ROOF SHEETING ROUGH FRAMING of PER9iAITT DRY WALI. PLAN CHECKED LATH PIAN(HECK RFC NO. VALUATIONJ ❑ / EE- $ PIASTER BROWN CT Q f) APPLICATIOI ' AOR ELECTRICAL PERMIT CITY OF APPLICANT TO Fla- IN A` 'k WITHIN HEAVY LINES ONLY TUSTIN BUILDING „\ ADDRESS Cy-%J_j TRACT LOT NO. TOWN OR SCHOOL DIST, CONTRACTQR NEAREST CROSS STREET ✓Yl,s j�,cr C^ r ( / OWNER ADDRESS .....,Y - _ ._.. PROPOSED PRESENT TEL VSE JUSE cIT .,c�.L� _ NO, RESIDENTIAL -SINGLE OR FEES MULTI-FAMILY - NEW, STATE EXPIRATION LICENSE NO. /t' DATE __ AREA IN SQUARE FEET �� p - GARAGES NEW IRESIDENTIAL DATE READY FOR FIRST INSPECTION OR MUL-T'I-FAMi LY USE, I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS App L1CATfON AREA IN SQUARE FEET _ AND STATE THAT THE INFORMATION PROVIDED IS CORRECT AND COOKING APPLIANCES-NO. OF AGREE TO COMPLY WITH ALL CITY ORDINANCES AND STATE LAWS WATTAGE EACH REGULATING ELECTRICAL WIRING. 1 CERTIFY THAT I POSSESS THE ABOVE VALID CITY LICENSE, HEATING APPLIANCES - NO. OF OR I AM THE LEGAL OWNER OF THE RESIDENTIAL PROPERTY HERE- WATTAGE EACH IN DESCRIBEL, HOME APPLIANCES - NAME EACH SIGNATURE �` OF PERMITTEE FIXTURES- NO. OF - METERS LIGHT POWER AC&REG VOLT PHASE AND OUTLETS-NO. OF SERVICES SIGNS HP,�gS r L HTJ G_/ rj,7�- Z _ INSPECTION RECORD _ POLES �PERMANENT1 CONSTRUCTION TEMPORARY UNDER GROUND! _ '� -'"-- GENERATORS- NO. OF —-- -"" KW_ EACH _ .... ._ .._. TRANSFORMERS- NO. OF 00 4.50 KW_ EACH ...—_� z - MOTORS- NO. OF LIST UNDER MISCELLANEOUS -� MISCELLANEOUS AND LIST OF MOTORS APPROVALS DATE Ntip. SIGNATU RE NUMBER OF SERVICES --- - - CONDUIT fIF UNITS TO BE SEPARATELY METERED- LIST AS NUMBER OF SERVICES UNDERGROUND PERMIT ISSUANCE WIRING F XT RLS TOTAL FEE ® POWER FINAL BLDG. P7. NO. BY UT'l [Ty NOTIFIED 0TOT L P R O V v QATI / �� 66 6228 APPLICI 'IN FOR BUILDING PERMIT f APPLICANT_, I-[_i.SL i l IL IN SHADED AREA ONLY F USE INDFTI-kE.E v FI`IC I L P, t.l- POINT PEN OR OTHER NON- ERASABL-E �UBSUIIN(_E — CITY OF TUSTIN UCA NX: Tt ``� k ms Li � �AREA pg RECEIVED BY DATE RECEIVED NO. A P NO. l/L ELY. DAT�ISSUED�- ,4 'ES& � w.I Frl SIL f �VSffaEEkBUILDING J ADDRESS L!` l MAiIING TRRCT LOT BLOCK fess .TEL NEW ADD ALTER REPAIR MOVING DEMOLISH :Y AifCfiltTECTl Iz E# 4NfE�f: Wo. --..—� AC?pRM T OWN TftAOT USE 1� VALUE / r Ct ["� USE ZONE ZZOONING Ab"ESS / NDI 4 : C4 +�SZI�+C.� ��TIONS GTY STAT ) STREET IMPROVEMENTS Lit lam. `Y C[C'N4,/ 2 2 2 C7 T+ OE WORK APPROVED _ lt5Ef3F GROUP _ TYPE CONST FIRE ZONE EXI�TtntG:BLRC, � wol7t xoE ' '" !,✓ INSPECTION RECORD S Al RFpftfiAEt� �+I: 'I 4 . - „� .F' �4 r SIZE fJC1.. YF NO,OF } i7. STCrREE5 FAMME5 - — —- N#tLl AE7C1 AtTf R REPAIR DEMC3tt5N t hereby We nowltd,"f+n .t;hawe read this opphcohcn and state thot.the above infarihottpn it career ate *j!tt to compfy with all.laws reguloing burtd'rng: INSPECTOR constrvdt n, orsc!d shbff ruck ertnploY'ony person In viotarion of the workman's APPROVAL DATE cornp*nsat qn l6Ns OHI*5i]te ctf COIifUrnlo. FOU N DAT ION AND LOCATION t he-tkhy eerftEy that t cern pirsperty l+ used-as a contractor under t'he State of - -- -- --- Cof'ifgrnea�lt4in.CS#cTrtd Rtpfessrtyns Code,_Dmsior, 3, Chapter 9, and shot such REINFORCING ltren s n ml are ifarce oi16 effect, ctr f thin exempt from the pravi54ons of the UNDER PINNING state of Cotiforr io lirr#irreys;and:Profes ade,D—slon 3,Chopter 9 OR UNDER SLAB - - ROOF SHEETING ROUGH FRAMING SfCitV#Tl7RE --- - 4FAEStMfTT . DRY WALT PLAN CHECKED BY APPROVED ---4CT. "LATH PLAN CHECK REC NO VALUATION prPLASTERBROW FFA $ BLDG,ER REC F_ FINAL APPLICATION FOR ELECTRICAL PERMIT CITY OF APPLICANT TO FILL IN Ar- ` WITHIN HEAVY LINES ONLY. TUSTIN FADDRL UILDING /`J �J yJ� SS O4 �/ �� � � TRACTLOT NOWN OR SCHOOL DISTCONTRACTOR,ARFST CROSS STREET ' OWNER ADDRESS - �Ae --�... . _._. PROPOSED PRESENT �( USTv SE /NO ../_..3��.� RESIDENTIAL ISINGLF OR FEES �L MULTI-FAMILY - NEW i STATE / `� 7 �j �,�e 0_ .XPIRATION LICE_N$E No ! / L F-a L J� DATE AREA IN SQUARE FEET CARAGES NEW RESIDENTIAL DATE READY FOR FIRST INSPECTION OR MULTI-FAMILY USE, AREA IN SQUARE_ FEET I HEREBY AGK NO WEE INF THAT I HAVE READ THIS APPLICATION ___.,._._._-_.__..-.._......___—.__.... AND STATE THAT THE INFORMATION PROVIDED IS CORRECT AND COOKING APPLIANCES-NO. OF AGREE TO COMPLY WITH ALL CITY ORDINANCES AND STATE LAWS WATTAGE EACH REGULATING ELECTRICAL ING. I CERTIFY THAT I SESS TH.; ABOVE VALID CITY ETCENSE, HEATING APPLIANCES-Nb, OF OR I AM THE LEGAL ER OF T RESIDENTIAL PROPERTY HERE- WATTAGE EACH IN DESCRIBED, ' HOME APPLIANCES - NAME EACH LL SIGNATURE of PERMITT _ FIXTURES-NO. OF METERS LIGHT.' POWER AC&RFG VOLT PHASE A Nf) ._.-._- _.._ OUTLETS-NO. OF SERVICES _ SIGNS & HP GAS TUBE LIGHTING - INSPECTION RECORD POLES �PERMANENTI (CONSTRUCTION TEMPORARY UNDER GROUND, GENERATORS- NO. OF ----------- KW. EACH TRANSFORMERS- NO. OF - ^ KW_ EACH MOTORS- NO. OF LIST UNDER MISCELLANEOUS MISCELLANEOUS AND LIST OF MOTORS --- NUMBER OF SERVICES APPROVALS DATE INSF_ SiGNAIUHE CONDUIT i1F IJNITS TO BE SEPARATELY METERED- LIST AS NUMBER OF SERVICES] UNDERGROUND PERMIT ISSUANCE WIRING� �� -- FIXTURES TOTAL FEE . POWER - - - FINAL BLDG. IT NO. BY L�� UTILITY NOTIFIED APPROVAL 1-, _1 DATE TOTAL FEE _. 5 ] -7 OD6 5663 APPLICATION FOR ELECTRICAL PERM CITY OF APPLICANT TO FILL IN ARF " WITHIN HEAVY LINES ONLY. -�r"f% -�ysTiry A DDRESS IIIc9 x- .�/'s/1 ��-�[Elr !L" TRACT LOT NO, TOWN OR SCHOOL DIST. - CONTRACTOR Ate'¢ NEAREST CROSS STREET OWNER f-� �yL'� L"Y�✓ '� A_DDRESS PROPOSED PRESENT �j�T TEL USE VSE - CIT "d.2.r_ J7G, ✓.. /s �r� ��- �/ NO. —_ _—� 1 - RFSIDENTIAL (SINGLE OR FEES STATE � �t-, EX PIRATIO MULTIFAMILY " NEW LICENSE NO S DATE ,- AREA IN SQUARE FEET - GARAGES NEW RESIDENTIAL DATF READY FOR FIRST INSPECTION OR MULTIFAMILY USE, I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION AREA IN SQUARE FEET AND STATE THAT THE INFORMATION PROVIDED IS CORRECT AND COOKING APPLIANCES - NO. OF AGREE TO COMPLY WITH ALL CITY ORDINANCES AND STATE LAWS WATTAGE EACH REGULATING ELECTRICAL WIRING. --- ------- € CERTIFY THAT I POSSESS THE ABOVE VALID CITY LICENSE, HEATING APPLIANCES- NO. OF OR I AM THE LEGAL OWNER OF THE RESIDENTIAL PROPERTY HERE- WATTAGE EACH IN DESCRIBED.. HOME APPLIANCES - NAME EACH SIGNATURE j of .1 PERMITTEE FIXTURES NO OF 'z� zz- METER/ LIGHT POWER AC&RFG VOLT PHASE AND; .-_ ....... .,.__.._.-._. -- OUTLETS-NO. OF SERV ICES SIGNS & HP GAS TUBE LIGHTING INSPECTION RECORD POLES IPERMANENT� (CONSTRUCTION TEMPORARY UNDER GROUND ------"--GENERATORS- NO OF -----"-- -- KW, EACH 1810 - B 18.58 TRANSFORMERS- NO. OF KW. EACH MOTORS- NO OF _ ------ LIST UNDER MISCELLANEOUS MISCELLANEOUS AND LIST OF MOTORS "'"----"-'�-- 141 —._... �...-. NUMBER OF SERVICES APPROVALS DATE vsr=. SlGNA7URI CONDUIT — IF UNITS TO BE SEPARATELY ---- -- ------ --..----._... -.__. METERED- LIST AS NUMBER OF SERVICES! UNDERGROUND PERMIT ISSUANCE WIRING _ FIXTURES TOTAL_ FEE POWER FINAL 001- JREC- — BLDG.PT. NO. BY UTILITY NOTIFIED APPROVAL DATE T TOTAL FEF < 13D 6 6227 APPLICATION FOR ELECTRICAL PERMIT CITY OF APPLICANT TO FILL IN ARF WITHIN HEAVY LINES ONLY. TUSTIN BUILDING �., _ ADDRESSr, v� NL% � �1 TRACT vK ` ' J LOT NO, TOWN OR SCHOOL DIST. _ CONTRACTOR 61p NEAREST CROSS STREET -- � _--- ----• ��----- - OWNER 7 SC G �. ADDRESS � LL., PROPOS D PRESENT !� �� Z }_ ��yy �7 ` T E L Z USE USE C17Y /CGt,/ ,.,fit. ./ .g a7 NO RESIDENTIAL rSINGLE OR FEES STATE MULTI-FAMILY - NEW, EXPIRATIO LICENSE NO_J�_-, - - DATE AREA IN SQUARE FEET -- ----. —N3., GARAGES NEW +RESIDENTIAL DATE READY FOR FIRST INSPECTION OR MULTIFAMILY USE) '-`-- -AREA IN SQUARE FEET I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION AND 57ATE THAT THE INFORMATION PROVIDED 15 CORRECT AND COOKING APPLIANCES NO OF AGREE TO COMPLY WITH ALL CITY ORDINANCES AND STATE LAWS WATTAGE EACH REGULATING ELECTRICAL WIRING, - -- I CERTIFY THAT I POSSESS THE ABOVE VALID CITY LICENSE, HEATING APPLIANCES-TN O. OF OR I AM THE LEGAL OWNER OF THE RESIDENT}AL PROPERTY HERE- WATTAGE FACH IN DESCRIBED„ �- HOME APPLIANCES - NAME EACH SIGNATURE OF PERMlTTFE FIXTURES- NO OF l./ .. —... METERS LI HT POWER SE OUTLETS^ NO. OF AND SE- - - � ICJ RVICES -- - - SIGNS & HP GAS TUBE LIGHTING I Tl' INSPECTION RECOF2D POLES rPERMANENTI rCONSTRUCTION TEMPORARY UNDER GROUND) -. -... GENERATORS- NO. OF KW. EACH TRANSFORMERS- NO. OF KW. EACH MOTORS- NO OF LIST UNDER MISCELLANEOUS -- ------ MISCELLANEOUS AND LIST OF MOTORS -- - L, r . CM - - 3.49 NUMBER OF SERVICES APPROVALS DATE INSP. SIGNATURE CONDUIT !IF IJNITS TO BE SEPARATELY METERED LIST AS NUMBER OF SERVICES UNDERGROUND _ PERMIT ISSUANCE WIRING - -- FIXTURES TOTAL FEE 7 PowER _ ._..._-FINAL - REL. IBLDG. PT. NO. pY Urir ITY Norinr.D ` APPROVAL DATE TOTAL FEE -----.y C / BD 6 6323 V-ATING, VENTILATING AND REFS"sERATION APPLICATION FOR PERMh a APPLICANT PLEASE FILL IN SHADED AREAONLY -� USE INDELIBLE PENCIL, BALL POINT PEN OR OTHER NON n ERASABLE SUBSTANCE __. _— — CITY OF �L4f TUSTIN DATE RECEIVED DATE ISSUED NO.' I� APPLICANT FILL IN THIS SHADED AREA �� - 7 �A_ WSJ 661 ONLY - FILLIN COMPLETELYFuel: oil ❑ Not. Gas ❑ LPG. 6L11 r.DING f `, S I/ PERMIT FEES ADORES Fee OwiveR No Type of Equipment Air Cond. Units—H.P. Ea. $ C MAt LING ADDRESS Refrigeration Units—H.P. Ea. TEL Cl7V NO. Boilers—H.P. Ea. let, Gas.Fired A.C. Units—Tonnage Ea. ARCI•IITECTOR NO. ENGINEER Forced Air Systems—B.T.U. Gravity Systems—B.T.U. A ODReSS TEL, Floor Furnaces—B.T.U. CON ACTOR NO. Wall Heaters.-B.T.U. v ADO 5 Unit Heaters—B.T.U. STATE Evaporative Coolers I CTY LIC,NO. Appliance Vent or Type "A" Chimney LC.NO. DESCRIPTION OF WORK Ventilation Fan SF OF Range Hood EXISTING 9LD6•- C.F.M. Air Handling Unit— WORK TO BE PERFORMED Incinerator ate- NO.OF NO.OF SIZE STORI E5 FAMILIES SQ. FT. 0 NEW 0 ADD ALTER OREPAIR ODEMOLISH . PERMIT $ 3 0 0 I hereby acknowledge that I hove read this application and state that the TOTAL FEE $ 1 above information is correct and agree to comply withallll lows reguon in lati 09 APPROVAL DATE INSPECTOR building consirvOlon,and I shall not employ any per the workman's compensation laws of the State of Cofifornia. I hereby certify that I am properly licensed as a contractor under the State of California Bvsiness and Professions Code,Division 3,Chapter 9,and Shat such licenses are in full force and effect,or I am exempt From the provisions'vf the State of California Business and Professiors Code, Division 3,Chapter 4. SIGNATURE OF PERMITTEE X PLAN CHECKED BY APPROVED PLAN CH ECK RE C.NO. VALUATION PC t PF_.Rr� REQ•.# FEE �P I ..,��r�� FINAL �F $ ATINGt VENTILATING AND REFP'GERATION APPLICATION FOR PERMr, APPLICANT: PLEASE FILL IN SHADED AREA ONLY USE INDELIBLE PENCIL, BALL POINT PEN OR OTHER NOW - ERASABLE SUBSTANCE CITY OF TUSTIN APPLICANT FELL IN THIS SHADED AREA DATE RECEIVED DATE ISSUED NO 3650 ONLY - FILL IN COMPLETELY 6UlL beNG Fuel. Oil ❑ Nat. Gas LPG. AbtlRfc55 t L v Lj PERMIT FEES OWNER No. Type of Equipment Fee MAILING _ Air Cond. Units-H.P. Ea. 7. $ ADDRESS Refri oration Units-H.P. Ea. CIr r ` NO.i�(jU iltlQ Boilers-H.P. Ea. ARCHI ECTOR TEL. ! 7� l J . Gas,Fired A.C. Units-Tonnage Ea. ENGINEER ll '' NO. �jaN Forced Air Systems-B.T.U. ADDRE55 Gravity Systems-B.T.U. C'11 TRACTO rEL. Floor Furnaces-B.T.U. NO.�Z13 Wall Heaters-B.T.U. ADDRESS CITY E cowc. BEAW Unit Heaters-B.T.U. CITY STATE Evaporative Coolers LIC.NO, LIC.NO. Appliance Vent or Type "A" Chimney DESCRIPTION OF WORK Ventilation Fan USE OF r p --� EXISTING BLDG. O � 4h/ t/ Range Hood WORK TO BE rMo Air Handling Unit- C.F.M. PERFORMED Incinerator Jrz it 2 21 512E �y NO,OF NO.OF - sq. FT. 0 V STORIES FAMILIESer�la.�. ONEW O ADD OALTER 0REPAIR ODEMOLISH PERMIT $ 3 fJ b 1 hereby acknowledge that I have read this application and state that the TOTAL FEE $ above information is correct and agree to comply with all laws regulating 00 building construction,and I shall not employ any person in violation of APPROVAL DATE INSPECTOR the workman's compensation laws of the State of California. I hereby certify that 1 am properly licensed as a contractor under the State of Colifornio Business and Professions Code,Division 3,Chapter 9,ond that such licenses are in full force and effector I am exempt from the provisions of the State of California Business and Professior.Code, Division 3,Chapter 9. SIGNATURE OF PERMITTEE-a----., - PLAN CHECKED BY APPROVED PLAN CHECK RFC.NO. VALUATION P C ["EE PERMIT REC.# S EE a FINAL i APPLICATION FOR BUILDING PERMIT �- ----- -� APPLICANT PLEASE FILL IN SHADED AREA ONLY USE INDELIBLE PENCI4 BALL POINT PEN OR OTHER NON- ERASABLE SUBSTANCE . ... 1 R CITY OF TUSTIN 1�t � x11 HADE :AREA RECEIVED DAT 'RECEIV NO. R""► TL + ` t�k�..�l C �`. ly - zy Y1 6568 A -NO DA ED OW BUILDING ADDRESS / D�-_ WtTL3f rCx: TRACT fi LOT BLOCK ADC �. CITY TEL NEW ADD ALTER REPAIR MOVING DEMOLISH APCHIT>cTOR � TEL ADDR OWNER U VALUE A4�T3R$SySCITY USE ZONE ZONING CONDI ION CITY' SLATE STREET iMPROVFMENTS LCC.NO, LIC.NO. 3 'Rll�filON OR WORK W _ APPROVED _ USE OF GROW (TYPE CONT --- FIRE ZONE - EXISTING OLM WORX TO SE ___.. PERFOPMEC7 ,,€I�� �! INSPECTION RECORD U SIZEI :OF NO.OF SW_FT, TOIsES FAM4£l6S 0 NEW ALTI R REPAIR DEMOLIS14 I hereby 0609wrkcd ifrat t-ftpvemad.this oppl,corion and stare rhol+-above inlormarran is t�5ixpr and agree to zvmply with o11 tows regi,larinq Lw Tiding mnvfve.tOn, dnd'I ow it Arra enptoy:4+ny person in viokol�on of the wo'kmrnn25 APPROVAL DATE INSPECTOR compensaliotn iii of Tfre Sic"6f cahfomo. FOUNDAIION AND � LOCATION I herfEy Cerrrfy thw E am gypoerly littnsed as a contractor under the Slcxre of - - - - -- Co[;farnft3 ESuSTnesx pttd ELpeSs'san5 Cade, Division 3,Chapter 9, and that SVth REINFORCING licenses are in futl forte ar#d effect, at I wr exempt from the pro-sit,�t of The - - ------ Stott of[n4TifarnrBtis.In"sand Professions Code.Dry seen 3,Char}rei UNDER PINNING OR UNDFR SLAB ROC.'SHEETING ROUGH FRAMING S*t4ATUREOf PEgMtTT ..DRY WAE I. 7I?L— PLAN CHECKED BY - LATH - - - ®�� -- I PLAN CHECK RE VALUATIO �T i `✓ I P!_ASTEF.BROWN CT BLDG.17 PEP REC -7 $ ��~�^.F-g.. . APPLICATION FOR ELECTRICAL PERMIT CITY OF APPLICANT TO FILL IN ARF - WITHIN HEAVY LINES ONLY. TUSTI N BU ILOE NG ) A❑DRESS - I�l J//J/�- _ TRACT LOT NO. TOWN OR SCHO L DIST. / 1 CON7RACTOR/— _ `'l f I T -'1 ��.. NEAREST CROSS STREET _ -L-'y'l—' OWNER - -�.>4 ��yL '- ' �`,�r___._. _ _..._ ADDRESS -r,yf .� . - AK PROPOSEDPRESENT ..r� TEL. USE USE CITY.' / .l ✓ "7 !J �O RESIDENTIAL !SINGLE OR FEES �-�— � MULTI-FAMILY- NEW! STATE —�' - EXPfRATION AREA IN .SQUARE FEET LICENSE NO. DATE GARAGES NEW rRESIDENTIAL DATE READY FOR FIRST INSPECTION OR MULTI-FAMILY USF! AREA IN SQUARE FEET I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION AND STATE THAT THE INFORMATION PROVIDED l5 CORRECT AND COOKING APPLIANCES- NO. OF AGREE TO COMPLY WITH ALL CITY ORDINANCES AND STATE LAWS WATTAGE EACH REGULATING ELECTRICAL WIRING. I CERTIFY THAT I POSSESS THE ABOVE VALID CITY LICENSE, HEATING APPLIANCES-NO OF OR I AM THE LEGAL OWNER OF THE RES4DENTIAIL.PROPERTY HERE- WATTAGE EACH IN DESCRIBED, HOME APPLIANCES - NAME EACH SIGNATURE aF / PERMITTEE——!— FIXTURES-NO. OF f METERS LIGHT POWER AC&RFG VOLT PHASE AIV9 � OUTLETS-NO. OF f 61 7S` SERVICES SIGNS & HP GAS TUBE LIGHTING INSPECTION RECORD POLES (PERMANENT) !CONSTRUCTION 57a TEMPORARY UNDER GROUND --- ----- --- GENERATORS- NO. OF KW- EACH TRANSFORMERS-NO. OF KW- EACH MOTORS- NO. OF LIST UNDER MISCELLANEOUS MISCELLANEOUS AND LIST OF MOTORS NUMBER OF SERVICES APPROVALS DATE SIGNAIURL CONDUIT IF UNITS TO BE SEPARATELY METERED- LST AS NUMBER OF SERVICES UNDERGROUND WIRING PERMIT I5SUANCF FIXTURES TOTAL FEE POWER FINAL JE3L17G. PT. NO. BY U-r!urY NnTiFi>=o .._...-------- -- APPROVAL DATE TOTAL. FEE BDB 5972 APPLICA' `N FOR BUILDING PERMIT APPLICANT: .-LEASE FILL IN SHADED AREA ONLY < USE INDELIBLE PENCIL, BALL POINT PEN OR OTHER NON- ERASABLE SUBSTANCE CITY OF TUSTIN AP �fK,!'} Y L � '"NIS SHADED RE RECEIVED BY DATE RECEIVED NO, 6018 ♦ wn A.P.NO. DATE ISSUED AD BUILDING - t " ADDRESS 1 C�1 7RAC7- LOT BLOCK TEIL' NEW ADD ALTER REPAIR MOVING DEMOLISH 17 13=jjNO.ARCHITECTOR."" 71T—Ft. OWNER Cgt�To TEL. ., USE VALUE �. No: sat �`����p b At3r CITY USE ZONE r ZONING - AV E Q <At , CONDITIONS CITY STATE STREET IMPROVEMENTS tic:NO. TION OF WORD USE O �n APPROVED EX[ST1NCr;8tI�C. �Q�W GROUP TYPE FIRE ZONE WORK 70.8f. f e-iho INSPECTION RECORD ' SIZE #40,OF NO.OF SQ.fT, Slows / FAfMk1LIE5, -- IE£W A ALCER 0 REPAIR 0 DEMf3t15f#: I t4mby dortewkaige thSrt l=,bove mad this oppl.cotion and store that the a6rve nforrrpiton 45 wren ant# t*e t;3 ebrnpay with pli flows rec}vlating bvildiN Can4#re et on, at+s3.1 sY+g1#.rear:tsmPiatt. porson ;n violation of#ie wo kmraris. APPROVAL DATE INSPECTOR eompetnsttttonE of.t o stsiYeofC61001,mo FOUNDATION AND LOCATION I hereby certify fSO.1-carry pioperly 4mm.ed as o contractor under the State of "-- -- colitofnfa gi iS lkSS prank Prtifessrsns C67CIII D,visian 3 ChApt4t 9,.and that S"h:, REINFORCING Jkeom are in 4611 ftarce and effect,ase t;cfvn exempt from the provisions of tint start ofCafcfor"{P$assnesBaadProfestionsCode,Owlsion 3,Chapter 9 UNDER PINNING OR UNDER SLAB ROOF SHEETING ♦ - ROUGH FRAMING C!FPERWT DRY WALL PLAN CHECKED BY APPROVEF' ----- ------ -- LATH L- PLAN CHECK REC NO. VALUATION P c FFA $ PLASTER BROWN CT BLDG_PER REC st /+ / i 5 5 -� C.,.'C FF{ 5 ..�C "/;! f .- ' FINAL APPLICATION FOR ELECTRICAL PERMIT CITY OF APPLICANT TO FILL IN ARF '"TTHIN HEAVY LINES ONLY. TUSTIN 9UILDING ADDRESS _ TRACT LOT NO. TOWN OR SC - O_O. -..------ CCONTRACTOR ilo' / --- NEARF.57 CROSS STREET r OWNER y ADDRESS f _......r.._.._._._._.-__.. .. .... PROPOSED PRESENT _� TE USE _ USE _ __ CITY ). _-- " -NO � :- RESIDENTIAL iSINGLE OR � �'EE� fff MULTI-FAMILY NEW STA LI,ENSE NO. L114o TERAT AE AREA IN SQUARE FEET - �-`-�"'-----"- GARAGES NEW � RESIDENTIAL BATE READY FOR F[RST INSPEC71pN OR MULTI-FAMILY USE I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION AREA IN SQUARE FEET AND _._ - STATE THAT THE INFORMATION PROVSO Ep IS CORRECT AND COOKING APPLIANCES- NO. OF AGREE TO COMPLY WITH ALL CITY ORDINANCES AND STATE LAWS WATTAGE EACH REGULATING ELECTRICAL WIRING, I CERTIFY THAT I POSSESS THE ABOVE VALID CITY LICENSE, HEATING APPLIANCES- NO, OF OR I AM THE LEGAL OWNER OF THE RESIDENTIAL PROPERTY HERE- WATTAGE EACH - IN DESCRIBED, HOME APPLIANCES - NAME EACH SIGNATURE OF ------ h PERMITTEE FIXTURES-NO OF / L METERS LIGHT POWER AC RFG VOLT PHASE - _.....__...__._...._._ .�__� AND OUTLETS-NO. OF SERVICES SIGNS & HP GAS TURF LIGHTING INSPECTION RECORD POLES t PERMANENT CONSTRUCTION -- TEMPORARY UNDER GROUND, GENERATORS NO. OF KW_ EACH TRANSFORMERS-NO. OF KW. EACH ._..`T MOTORS-NO. OF LIST UNDER MISCELLANEOUS MISCELLANEOUS AND LIST OF MOTORS NUMBER OF SERVICES APPROVALS DATE INsr SIGNATUHE CONDUIT ,IF UNITS TO BE SEPARATELY METERED-LIST AS NUMBER OF SERVICES UNDERGROUND PERMIT ISSUANCE / ,� WIRING TOTAL FEE POWER FINAL BLDG. PT. NO. REG. - - gy _..--,--- Ui-.Llrr Nail FfEo — APPROVAL DATE TOTAL FEE �/ r BD6 5787 V7 PPLICA7 M FOR BUILDING PE` AT --. — F�PPLL;A.'JT. %, _ ; it L IN SHADED ARE,-kJNLY E-- � 1 USE IND %i3[ E �'�^dC�I_, P,:LL F;()INT PEN OR OTHER NON- L—. ERASABLE SL,I 3S1P,I'1t_` _ — --- - -- -- _ CITY OF TUSTI N RECEIVED BY D97 RECEIVED NO. J� 0 Aff�pyub (�T f 1�■ATACI..f$�aH�t3 L3 A I:I� LIF tYL7U INrYSL DATE35UE� 9U1tESLraG *y{ ` A P NO p kE10ftESS l� 4&vlb BUILDING OWNE ^ ADDRESS 7 �(�' ry �. TRACT – =–�� LOT BLOCK ]"KING 1110 TEL NEW ADD ALTERT REPAIR MOVING DEMOLISH TEL. - _ _ _ - AdI1041TECT 09 f9Ci13+fRIle -- , OW A£SC3RE55^ - u, USE —�1— VALUE / tONTf21R R r^ . TES ::112 - USE ON� I ZONING Af7f)!lE CONDITIONS 1TY TATE STREET IMPROVEMENTS --- ---� tic 13. tic.NO. II3T'rQT :&WORK APPROVED USE OF GRO P TYPE CONST FIRE ZONE EXF$TiNC>BLDG: � wow To.rf INSPECTION RECORD 512E NCS C NO OF soET,. STORIES FAMILIES -- --- {,} R/ 400 ALTAR REPAIR i heretsy tultttL Arledge sf+ctt l:hove repi3 shn oppliratson acid stcpte that the above irrformfttror5-is <orred ta*KI agree to —piv with all lows regulormq huading APPROVAL DATE INSPECTOR construdtpti an#',F sfusli %0t•ernp1oy:Lint_person in vioiotion of the wc,kMon's comps nsW L n Ltswy�yf tlxg 5lite {Cal frnia, FOUNDATION A N D LOCATION I he eby Certify 0W.l sten Properly 46trxed as a cornractor under the,Stote of REINFORCING Catifptnra I4us txss tied Professions Cade Div;y-on.3. Chppser 9, and That such licenses are ro full fsTrCeond effect,or I arts exempt.from the provisions of she UNDER PINNING State of Cdfiforrl.'V B rnensand.Piof ssion-Code,Divjs;on 1.Chapter q OR UNDER SLAB _ ROOF SHEETING ROUGH FRAMING SIGNATURE DRY WALL----- OF PERtistm PI_AN CHECKED BYAPPROVED LATH PLAN CHECK REC NO. VALUATION R' _ W.F,<<_ PLASTER BROWN CT. c RC u _ - -- BLDG PFR RECa /��/J� �I It � .I �� FINAL / APP' ! 41 A FOR BUILDING PERMIT APPL, --ASE FILL IN SHADED AREA ONI_ . E--' USE INDELIBLE PENCIL, BAIL POINT PEN OR OTHER NON- ERASABLE SUBSTANCE- ------ CITY OF TUSTIN IN 1 WADE© A RECEIVED f3 DATE R CElVfD NO . 6266 k A.P NO GATE ISSUED y 7 SW R ACT LOT BLOCK NEW ADD ALTER REPAIR MOVING DEMOLISH a kfiT TEL.: OWNE J 4.4 J. +. USE TEL VALUE CITY USE ONE ZONING /kms CONDITIONS {TY STATE STREET IMPROVEMENTS tic tic,Na OESCRIPTIONOF YWORK APPROVED----- USf OF GROUP - __TTYPCCONST FIRE ZONE �X1STI:NG�iAC"i ItVQRKTG1:91 INSPECTION RECORD Pf:RFORMEfl - -- - SIZE THO-t3F NO.OF SO:FT. STORIES FAMILIES - -- -- ---- --- Pd 11Lr At?� ALTER: REPAIR n DEMOLISH I hereby acknov.ate a thew 4:hnae Tedd this oppl'cal;an and Stott thot the above infptmahon IS:colsjeCk dntd a9ree kO cpmpty with oil lows requloting burld�ng. INSPECTOR Cor'sLruCtron, and I shall not_:empicy any.person in vlolntion of the workman's - APPROVAL DATE tompensobon law%of the Skote c f coil ifotmo. FOUNDATION AND LOCATION 1.'hereby Certify thbl.4 drn properly ficpnsed as a contractor under the Slate Of REINFORCING Cditfgma.&�srness ctfld f?rgessrbns(*de, D,,S.on 3, ChoPter 9, and that such freenses ore in fut force f4r6d effjt, or 1.orn enempt from the rrOViiUNDER PINNING Stant of Cal foxn'«oBuamessdrtd:Profe53ions Code.C1.-,ton.3.Chopper v OR UNDER SLAB _--� ROOF SHEETI NG ROUGH FRAMING !S StONATIOt OF PEFfMIfiYi DRY WALL --. _ --. �i--- ---- PLAN CHECKED BY PPROVFI LATH PLAN CHECK REC IN VALUATION °r PLASTER BROWN CT. FU e - -- - — i C C) FINAL � L B G PER RE $ />)�y � r�. a APPLICATION FOR HEATING, VENTILATING AND REFRIGERATION PERMIT CITY OF APPLICANT TO FILL IN p' 'N WITHIN HEAVY LINES ONLY. �� �`� TUSTIN BUILDING (7$02 Irvineg fir,^� • TYPE OF NEu ADDITION ALTERATION CLO ADDRESS INSTALLATION GROSS STR"TS ft Prospect (CHECK ONE] NATUR4 gLPG OIL DISTRICT KIND OF FUEL TRACT LOT NO- BLDG. USK NO. TYPE OF APPLIANCE AND MANUFACTURER AND BTU FEE OWNER R. B. Smith, Inc. F.A.U.-TO 100.000 BTU S. EA F.A.U.—OVER 100,000 BTU a9.ao E. CONTRACTORSOuthland Htg.& A/C Inc • EVAPORATIVE COOLER 00 EA. MAILy6 2800 Temple Avenue APPLIANCE VENT OR TYPE "A" CHIMNEY $z.ao EA. ADDRESS pr p Lon Beach 90806 ND424-663$ CONDITIONED AIH REGISTERS DoE TEL A CITY FAN PLENUM (NOT A PART OFA FURNACE OR AIR CONDITIONER) E3.00 EA. A P 0 rf R'7 EXPIRATION VENT FAN LICENSE NO. 24! DATE (CONNECTED TO A SINGLE EUCT) s2.oo eA. VENTILATION SYSTEM s3.00 EA. GATE READY FOR FIRST INSPECTION (CONNECTED TO MORE THAN ONE OUTLET &INLET) I HERESY ACKNOWLEDGE THAT I HAVE READ THIS APPLI- HOOD $ .00 EA. (SERVED BY A MECHANICAL EXHAUSTS CATION AND STATE THAT THE INFORMATION THAT I HAVE DENTAL GAS PIPING PROVIDED IS CORRECT AND AGREE TO COMPLY WITH ALL CITY �INCICIDF-PER TEM) ORDINANCES AND STATE LAWS REGULATING HEATING VENTI- LATING OR REFRIGERATING, ALTERATION OR REPLACEMENT OF HEATING. Ew. I CERTIFY THAT I POSSESS THE ABOVE VALID CITY LICENSE AIR CONDITIONING OR REFRIGERATION SYSTEMS AND I PRESENT MY REGISTRATIO CARD AS PROOF HEREWITH APPLIANCES OR EQUIPMENT $3.00 EA. OR I AM THE OWNER OF HE RESIDENTIAL ROPERTY (NOT CLASSIFIED AS HEATING EQUIPMENT) DESCR I BED HE REFRIGERATJON SYSTEMS-NEW Ll ALTERED El REPLACE❑ XUP TO 2U H.P_$3 EA.-Z0 TO 50 H.P.5—.EA.-­ER 60 M.P.SIO,0.EA. SIGNATUF6 OF PERMITTEE MFT'R. TYPE OF REFRIG, Lea REMARKS WALL HEATER & VENT a9,00 EA_ A/C UNITS �a $ o ISSUANCE OF PERMIT 52.00 TOTAL FEE 5/Q, INSPECTION RECORD APPROVALS DATE I NSPECTOR'S NAME FINAL 4- RECEIVED BY. f' DATE BUILDING PERMIT NUMBER RCPT. # APPROVAL OAT TOTAL �r F E 3547 9D A 8/913 2M APPLICATION FOR HEATING, VENTILATING AND REFRIG)ER,QT10 PERMIT CITY OF 1 APPLICANT TO FILL IN A" " WITHIN HEAVY LINES ONLY. TUSTIN lJ aVILOING Im z /� TYPE OF NE ADDITION ALTERATION OLP ADDRESS L ( (jv INSTALZ_ATION CR*5 STREETS B (CHECK ONE) NATURAL. LPG OIL DISTRICT 0-t-i 1 KIND OF FUEL TRACT LOT NO. BLDG, USE NO. TYPE OF APPLIANCE AND MANUFACTURER AND BTU EE + F.A.U.—TO 700.000 BTU $4.00 EA, OWNER •,j - F.A.U--OVER 100.000 9TU ss.ao Ew. CONTRACTOR t(j A ► EVAPORATIVE COOLER S-. A. MAIL /, APPLIANCE VENT OR TYPE "A" CHIMNEY ez.ao EA. ADDRF yTl:L�/f rR CONDITIONED AIR REGISTERS -aa EA CITY �� t` L NO " "� FAN OR PLENUM (NOT A PART OF A FURNACE OR AIR CONDITIONFRI 83.a6 E. 07-4-1 , EXPIRATION VENT FAN V LICENSE NO. Z —I DATE CONNECTED TO A s3NGLF DUCT) SY.Oa En. VENTILATION SYSTEM s3,00 Ew_ (CONNECTED TO MORE THAN ONE OUTLET-a iI+LET) DATE RFADV FOR FIRST INSPECTION HOOD oa.00 En. I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS ApPLI- (SERVED 13Y A MECHANicAL ExHAusT) CATION AND STATE THAT THE INFORMATION THAT I HAVE INCIDENTAL GAS PIPING PROVIDED IS CORRECT AND AGREE TO COMPLY WITH ALL CITY 1PERSYSTEM) $L�oEA. ORDINANCES AND STATE LAWS REGULATING HEATING, VENTI- LATING OR REFRIGERATING, ALTERATION OR REPLACEMENT OF HEATING, s,,OO EA. AIR CONDITIONING OR REFRIGERATION SYSTEMS I CERTIFY THAT I POSSESS THE ABOVE VALID CITY LICENSE AND I PRESENT MY REGISTRATION CARD AS PROOF HEREWITH APPLIANCES OR EQUIPMENT sa.oo EA. OR IAM THE LEGAL O ER OF THE RESIDENTIAL PROPERTY (NOT CLASSIFIED AS HEATING EQUiPMENT) SCR RE DE - / REFRIGERATION SYSTEMS-NEW 11 ALTERED❑REPLACE El X ` up TO20 H.P. Oa EA_.2a TO—H.P.M3 EA.­ER50H.P_.IO.DO EA. MFT'R. TF REF YPE ORI G. o. N SIGNATURE OF PERMITTFE NO, REMARKS WALL HEATER & VENT sc.—EA. /// A/C UNITS 4 ISSUANCE OF PERMIT 52/,00 TOTAL FEE $y INSPECTION RECORD APPROVALS DATE INSPECTOR'S NAME FINAL. [— RECEIVED BY: i DATE BUILDING PERMIT NUMBER RCPT, # APPROVAL DATE TOTAL 3546 BD 4 15/80 RM DEPT. OF BUILDING and SAFETY 135 W. 3rd FILE COPY Tl15TIN, CAL CITY OF TUSTIN 6-27-72 CERTIFICATE OF USE AND OCCUPANCY wARt11NG: THIS IS A LEGAL DOCUMENT AND MUST BE GIVEN TO THE LEGAL OWNER OR PURCHASER. I Bldg. Permit No.6134 Elect. Permit No. Plumb. Permit No. Use of Building Profess'akon&1 Bldg Group ; �. The building located at 17602 Irvine i Lot Block Tract (See Reverse Side for hetes and Bounds) Has been inspected and found to comply with the provisions of all City of Tustin Ordinances applicable thereto. ISSUED TO- I HERE Chi„g_f.Building Insp ctor" Brtr adtmwr Square West (Owner of Building) Dy Mail To: Broadmor Sq. Meat/R. B. SMith Tuc, _17802 Irvine, TM4ti.0 so#'46 2M 12/63 APPLICATION FOR ELECTRICAL PERMIT CITY OF APPLICANT TO FILL IN ARE ''VITHIN HEAVY LINES ONLY. TUSTIN UUILDILJG ADDRESS jr /1 TRACT LOT NO. TOWN OR SCHOOL DIST. // Moll, - - CONTRACTOR ! NEAREST CROSS STREET --- ------ ow ^ ✓ ^G YG'-. ADDRESS PROPOS PRESENT TEL USE USE CIT —r �ti � NOA. _—._..... 5 RESIDENTIAL SINGLE OR FEES MULTIFAMILY - NEW I STATE //�; EXPIRATION AREA IN SQUARE FEET LICENSE NO42�y 9 � ---._,___—DATE /9�.� —_ GARAGES W �RN NEESI DE T IAL DATE READY FOR FIRST INSPECTION OR MULTIFAMILY USE AREA IN SQUARE FEET I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION AND STATE THAT THE INFORMATION PROVIDED IS CORRECT AND COOKING APPLIANCES —NO OF AGREE TO COMPLY WITH ALL CITY ORDINANCES AND STATE LAWS WATTAGE EACH REGULATING ELECTRICAL WIRING, --- I CERTIFY THAT I POSSESS THE ABOVE VALID CITY LICENSE, HEATING APPLIANCES - NO OF^ OR I AM THE LEGAL OWNER OF THE RES114ENTIAL., PROPERTY HERE— WATTAGE EACH IN DESCRIBED, f� HOME APPLIANCES — NAME EACH SIGNATURL , O F' — /; — PERMITTEE FIXTURES—NO OF �G/ -_—_— METERS LIGHT POWER AC&R G VOLT PHASE OUTLETS- NO. OF Q/� AND , ��- +JV SERVICES SIGNS & HP GAS TUBE LIGHTING INSPECTION RECORD POLES fPFRMANENTi (CONSTRUCTION TEMPORARY UNDER GROUNDS --- ----------- GENERATORS. NO. OF ---- KW. EACH TRANSFORMERS -NO. OF KW. EACH MOTORS—NO. OF LIST' UNDER MISCELLANEOUS MISCELLANEOUS AND LIST OF MOTORS NUMBER OF SERVICES APPROVALS OATF INSF', SION�TufiE CONDUIT -— ._—_ —�— (IF UNITS TO BE SEPARATELY METERED - LIST AS NUMBER OF SERVICES, UNDERGROUND aDv PERMIT ISSUANCEWIRING ----------- FIXTURES — TOTAL FEE POWER FI NAL UTI!irY N071F I(_D APPROVAL DATE r TOTALS" HD6 5883 APPLICATION FOR HEATING, VENTILATING AND REFRIGERATION PERMIT CITY OF �1 APPLICANT TO FILL tN REA WITHIN kEAVY LINES ONLY. 5. zc TUSTIN U BUILDING TYPE OF IN E%, I AL ON ALTERATION OLD ADDRESS Irvine B1vd . INSTALLATION CROSS STREETS& (CHECK ONE) NATURAL L P G OIL ,qr DISTRICT KIND OF FUEL TRACT LOT NO. BLDG. USE NO. TYPE OF APPLIANCE AND MANUFACTURER AND BYU E£ •A' F.A.U.-TO 100.000 BTU sa.0 EA OWNER Broadmon ',., uCanEast — Phase 7 F,A.U.—OVER 100.000 BTU S. EA. CONTRACTOR SOL"L�.�IlGand Htg. & A,/4 Inc. EVAPORATIVE COOLER ss,00EA. 3— MAILr-,pQ� Z'O'i;lr]1�3Avenue APPLIANCE VENT OR TYPE "A" CHIMNEY sz.oa Ew_ ADDRESS Li OO 714 CONDITIONED AIR REGISTERS CITY Lig Beach No'827-0813 FAN OR PLENUM $3.00 E.. (NOY A PART OF A FURNACE OR AIA CONDITIONER( EXPIRATION VENT FAN LICENSE NO. Renewal. DATE v, (CONNECTED TO A SINGLE DMCTI Sz-oo Ew. l ENTILATION SYSTEM 5a EA. ? ) i (CONNECTED TO MORE THAN ONE OUTLET a%I.LET) J DATE READY FOR FIRST INSPECTION I HEREBY ACKNOWLEDGE THAT 4 HAVE READ THIS APPLI- HOOD sa.00 EA. OO ED BY A MECHANICAL EXHAUST) CATION AND STATE THAT THE INFORMATION THAT I HAVE INCIDENTAL GAS PIPING PROVIDED IS CORRECT AND AGREE TO COMPLY WITH ALL CITY IPER SYSTEM I ORDINANCES AND STATE LAWS REGULATING HEATING VENTI- LATING OR REFRIGERATING, ALTERATION OR REPLACEMENT OF HEATING. AIR CONDITIONING OR REFRIGERATION SYSTEMS B4.00 EA. I CERTIFY THAT I POSSESS THE ABOVE VALID CITY LICENSE AND I PRESENT MY REGISTRATION CARD AS PROOF HEREWITH APPLIANCES OR EQUIPMENT OR 1 AM THE LEGAL 0 NER OF THE RESIDENTIAL PROPERTY (NOT CLASSIFIED AS HEATING EQUIPMENT) D SCRIq�EREIN REFRIGERATION SYSTEMS-NEW❑ALTERED❑REPLACE❑ UPTO­H_P_S3.dQEA..E-030H.P.SS,OBEA.---H P $to 0—A. J SIGNATURE OF PERM3T7 EE MFT'R. TYPE OF REFRIG, Les. REMARKS WALL HEATER & VENT sa 0.F. A/C UNITS I u:-All F-CL-T C)�.L EA- 3 ISSUANCE OF PERMIT tz.oD TOTAL FEE INSPECTION RECORD APPROVALS DATE INSPECTOR'S NAME FINAL `a RECEIVED BY: C�. DATE BUILDING PERMIT NUMBER RCPT. # J APPROVAL. DATE /� TOTAL FE.E �( G if� 3545 BD 4 8/89 2M I "'. 'CATION FOR BUILDING PERI _.3b. APPLIC.',N1. lI :,S IILL INSHADEDAREAOHLY E USE INDELIBhF FF^dC!I. , RAIL POINT PEN OR OTHER NON- ERASABLE SUBSTANCE _-_- ------__-. CITY OF TUSTIN 60 �� � I•!I«L M % f C RECEIVED BY j'�QTf RECEIVED NO. r ON y 2z AP NO - D61LISSUED BUILDIN i� ADDRESS fu4lE)Ff4a': TRACT LOT BLOCK V 40 TEl; NEW ADD ALTER REPAIR MOVING DEMOLISH R# Ed9Tf i TELL CrltdE�R � ` ��► � I �sCItS': OW ER TEL. LUE AES CITY Ujf NE ZONING r CONDITIONS ` Y STATE ` r'^ STREET IMPROVEMENTS LlC N{. LIC.NO. 2WRIPTION 2F WORK USECiF r APPROVED E74t571NGlkLEGWORK:TO GROUP TYPE CONST. FIRE ZONE SE AC - INSPECTION RECORD t ' z 2 --- SIZE NO.t3F NO OF - - StJ.f1. STOWE-& FAMINES •�"�~ NEW :Add. k ER .0 REPAIR �DEMOLISH -- I hereby this oppbcation and state ftt the above cnformotmo is t3trgCT a>ad tref tP oomply with all }ows regulating building -eunshudion, wid:I shrsll ncfiMr loy-.any person in v}olo+lon of-the workmon's APPROVAL DATE INSPECTOR ¢nMpensot�on lows of*e Stow of Colvfonmo FOUNDATION A N D LOCATION I E wvby ctrl;N;that I arn.Ria>.rty IJIwf*td as a contractor under the Stale of - Cofi:fdfnro B17somt and Not -065 Cede;Division 3 Chapter 9, and shot such REINFORCING lirgnses are rn fulf}txrce tffett, cit.F*M eKernpt Irani the provisions of the Storeof Cof4omn*Svw*ss bnd Profes5ignsCode,Division 3,Chapter 9. UNDER PINNING OR UNDER SLAB ROOF SHEETING — ROUGH FRAMING 0 PERMITI � DRY WALL PLAN CHECKED BY APPROVED s LATH PIAN CHECK REC NO VALUATION L� a, PLASTER BROWN CT. $ E — ..._ .... . ..... ... .- --......- - BLDG PER REC a n V $ ! a V FINAL 1PPr )CATION FOR BUILDING Piw AVI — APPLICANT, i LL/, 'i. i 'ILL IN SHADEDAREAOI Y dt BL USE INDELIE FE^ CIL, i�ALL POINT PEN OR OTHER iN�rtJ- ERASABLE SUBSTA^tCE CITY Of TUSTIN APP A . t,y ",`„� C SHADED AREA - RECEIVED BY DATE RECEIVED NO :04LY. 6117 pTTTy}p 9 A P NO. DAT ISSUED zz �T1SfhfEtl BUILDING �r r► � .- ADDRESS 7 y (J 1 4QIRfPk55 �J TRACT LLL f 6� LOT BLOCK J. .CITY : TEL; NEW ADD ALTER REPAIR MOVING DEMOLISH -T. - AR ltT CTR TEL, I:N�T�ETt AtIL�R Ow COtdTr@ACTLSRk'� t7 1/V E.�;NQ U VALUE C� At3L� CITY E ZONE ZONING r . IXOwf CONDITIONS CISy. STATE STREET IMPROVEMENTS Lic NO. X . :t TION OF WORK USE OF ------- APPROVED- FIRE ZONE EXSSTfp�C>IBL (I GROUP TYPE CONST WOR POPOP INSPECTION RECORD 511E pr� tv1,51 F r OF. tt1J5 FAlNiLI 1*lE1V At}b ALTER O REPAIR DEMOLISH S hereby mknowledothat l.fipvtx 404this application and state that the 01+ove mfoxrnettran h tFtiTtect nrtFk g�gree to comply with oL Eows regulating bu4ding coast. cttgn,esnd I 1 rint employ any person in violation of the workman's APPROVAL DATE INSPECTOR Fornpensati[tn 4tsvrs of t}te Stat$Cf Cali#nrnra FOUNDATION AND LOCATION 1 heMby Certify That I am properly tiGensed as a contractor under the State of ---- -- 6ow6lo suit riess pod PA ofessrans Cdde, DTVI$+an 3. Chapter 4,and that such REINFORCING licenses are in h0l force trod effect, Or t am exempt from the provisao,Is of rhe -- Stale ot[gylitGrriyBAA rn �pyfesst4nsCe.Division3,[haarer9, UNDERPINNING — — OR UNDER SLAB t, ROOF SHEETING ROUGH FRAMING Sl�rMA7URf n J __ - - E3R.FE#HKli7E DRY WALL. PLAN CHECKED BY APPROVED ---- - -- --- ---------- LATH PLAN CHECK REC NO. V L ATION F,, - EFr S PLASTER BROWN CT_ BLDG.UR RE it 'A � 0z Flt 4 �,' FINAL :.�. 7Z Ar0l](ATION FOR BUILDING PERMio 36- APPLICANT. PLEASE FILL IN SHADED AREA ONLY USE INDELIBLE PENCIL, BAIL POINT PEN OR OTHER NON- �� ERASABLE SUBSTANCE CITY OF TUSTIN Al -tK �fi © � RECEIVED BY DATE RECEIVED NO. . 7 Y 6 30 ulmx 5; w I N t+�. 1 .Y I/ A P-NO TE lS$UED off—fSUkfER UItDING — .. �. "' ADDRESS # nkkfkrl JJ + ; TRACT LOT BLOCK F t TEL:. NEW ADD ALTER REPAIR MOVING DEMOLISH 0. Hd E M. X Et kf tEf A., fmz � AFS�7R s gTftAFrtOR TEL. j USE VALUE pj EZONE CONDITIONS STATE �✓� STREET IMPROVEMENTS �F tic NO 3G Z't - R1PT#ON�-WURK APPROVED USE 71F �r ---...._.____._r� EkF$TaNG$LpG �r�.+�(�r,-mow GROUP TYPE CONST. FIRE ZONE I PERFRhAOEb INSPECTION RECORD SIZE NO.Of NO.OF SO.M. ', STORIES FAMILIES or .NEW A.00 ALTER 0 REPAIR 0 DEMOUSFi T I hereby ackrww.Ledge that t.hctwe read.th s oppl,car;on and irate rhea the ab",ve LnfoiMotian '1�di rest artd:.dwoe to cpmply with a!! laws fegulatinq butfd4ny tanstiuttivn, avnd't%Jt�1"Of trtpl>y Ony persOn vrolot;On of the workrrron's APPROVAL DATE INSPECTOR [Ornpengptrtut#aws Of tf>B SFpie of, oltFprnia. FOUNDATION AND LOCATION 1 hereby cerMy:tFiat f am..praperfy I--rcensed as a contravor under the State of Colrfornro$usrmo*s and Profmdns Cade,Dwtsron 3 Chapfer 9, and that 5vc.h REINFORCING lien§es wie in Fut€fore crud effect,or I orn exema+ From the f roviswrnc of the -- - ---------- -------- --- Stctte of C6F+fOM)o BpsinesS qnd FTrpfession3 Code.Dfv:s ton 3.shower 9 UNDER PINNING OR UNDER SLAB ROOF SHEETING ROUGH FRAMING SkGMATURE - - -- - -- OF:PCOMFT DRY WALL. PLAN CHEC BY APPRCI E -------- --"'----- LCLATH PLAN CHEC R NO. VALUATION PLASTER BROWN CT FEi $ B�pG PER RFC a $ 2S 29Q t EE .$ .. 3 '�. - FINAL G 1 - APPLICATION F BUILDING PERMIT CITY OF APPLICANT TO FILL IN AREA WITHIN HEAVY LINES ONLY. TUSTIN 6 LJIL01NG DESCRIPTIO OF WORK A ODRLSS ? I NEW ADD � ALTE.R REPAIR I DEMOLISH L_I OWNER � 7 SIZE NO. OF NO.OF / r FY. STORIES FAMILIES MAILING //' USE OF >/ J ADDRESS �1,�f?o'/ PhhhYYY011ddE STl7 Uf.:TU RE CITY I ARCHITECT /O 1_ECGAL LOT BLOCK TRACT OR ENGINEER J Z 1 I-,CSCRIPTION I ADDRESS l� � ��)�J (PLEASE ATTACH METES AND BOUNDS) (/ {] / I HEREBY ACKNOWLEDGE THAT 1 HAVE READ THIS APPLICATION + AND_STATE THAT THE INFORMATION I HAVE PROVIDED IS CORRECT � � �..y STATE REE TO COMPLY WITH ALL CITY ORDINANCES AND STATE CON TR AC TO `iiE� LICENSE # / EG UL ATING BUILDING CONSTRUCTION_ I ERTIFY THAT I POSSESS THE ABOVE VALID I LICENS !! I AM THE LEGAL OWNER OF HE RESIDENTIAL OPERTY E ADDRE55 / `� _ DESCRIBED.. r SIGNATURE DF. jr CITY LICENSE # /C�i� PERMITTEE 7.0NING REGULATIONS _.._�. ADDRESS CHECKED BY DATE__._...—.__.._—._____. DATE CLEARED_______.._ P C. @ — FEE JV PI.OT PLAN FULLY OIMENS!ONEDT YES________ _ NO---- VALUATION �Y ,�. B PT. ALL BD ILDINGS SHOWN ON PLAN IPER APPLICANTI7_.. --__._. VALUATION $ A{� / FEE J MAIN uiE _ACC. USE _.�,�_...ZONE—_.--DIST- M. OCCUPANCY TYPE OE CONSTRUCTIO REQUIRED BUILDING SITE ERONTAGFT YES NO—....—_._._._. GROUP — -N`—--"— BUILDING HEIGHT'+ SIORIES_­_._....__ AND FEET INSPECTION RECORD APPROVALS DATE INSPECTOR SIGNATURE Rl QUIPED LAND AREA YES_ NO FOUNDATION, LOCATION VARIANCE RFOUIREDp wPPROVED _ __._.NO-- FORMS AND MATERIALS. &TRF..ET WIDTH CORNER LOT _INT LOT REINFORCED v MASONRY OR CONCRETE BUILDING SETBACK CIL ST. PROPERTY LINE ---- SIDF YARD, RIGHT EAVE PROJECTION BOND BEAM SIDE YARD_ LEFT EAVE PROJECTION UNDERPINNING REAR YARD (TO PILI WIDTH OF ALLEY --'—'-- SEPARATION BETWEEN BUILDINGS ROOF SHEATHING CHIMNEY IN REQUIRED SIDE YARD PROJECTS ROOFING PORCH IN REQUIRED YARD PROJECTS­.__- - STAIRS IN REQUIRED YARD PROJECTS FRAMING PARKING AREA REQUIRED_,.,,. CAPACITY, CARS—"_ LATH OR DRYWALL INTERIOR R4 MARKS __ LATH EXTERIOR --- —-'-'—-- -- PLASTER FOR OFFICE USE ONLY _ BROWN COAs• l RT_r EIVED BY _-- PLAN CHECKED BY FINAL lA/ !/A ( (�V✓�� PLAN CHECIn RE C I. ROUTE IMMEDIATELY 2. OFFICE 3 ASSESSOR 4. OWNER'S COPY TO INSPECTOR WORK COPY OF PERMIT L (APPROVED — T ID TO7� F r� �I ILL _'V\J1+ BD I 5904 A' 01KATION FOR BUILDING PERM" APF ,.--ANT PLEASE FkLL IN SHADED AREA Ol._ f USE INDELIBLE PENCIL, BALL POINT PEN OROTHER NOW ERASA Bt_E SUBSTANCE CITY OF TUSTIN AP � p �*!I-��+IN'�`,i A S1tjA/DED AREA RECEIVED BY DATE RECEIVED NO, 6184� ^ A 3 �Y. -f11� 1tL?70.W1 . i t�Y* R Com% 2`"/7`7 6 }8 4 $ �#3k1r A P.NO. DAT ISSUED OWWR p�JA BUILDING ��--77 �(� Ole ADDRESS rilkk►LItaG e TRACT LOT BLOCK _ TEL _NFW ADD ALTCREPAIRT�M�OVING DEMOLISH . + .�. r -- A"ITECT OR TEk. ENGINEER. ADDRESS OWNER CTT s 1 STI E7RACCtRUSE VALUE Rf��FfEsS ' CITY USE ZONE ONING n CONDITIONS — CfTY ^TATE STREET IMPROVEMENTS LIC.hiC1. LFC.NO. 2c tDESCRJPTIONOF W RK _.. USE Of APPROVE D_ � EXISTWG.f}tl)G �- C.ROVP TYPE CONST FIRE ZONE WORK TO BE INSPECTION RECORD Zee 4 ,✓ /� 0 ` 7 4 . SIZE NoOf NO OF SU,FT. STORIES FAMILIES h1E11Y AFS ALTER 0 REPAIR 0 DEMOLISH 1 hereby ockrta+nrhe O*f thave mad tAis oppficar+on and state that thr- Oltiove tnforniotion tS carisct Crtd'CYtt'A! 14 comply with oll laws regOoting tii ild ng canstrutf,ort, and,I shol#nol:;etripkgy;crny person in viotot,on of the wo t mon'5 APPROVAL DATE INSPECTOR comper,sotion tows of she Stowof Cltftformo FOoNDATION AND LOCATION I hereby certify ffiw[ am properly-�/t�itimed as a contractor under=}re State of Cafif4rnia SI cod ftraf6vons 4'�:,4e,Division 3, Chapter 9, and that such REINFORCING licenses are it,fa#k:'farte dnd'effeo, or I um exempt from tl`e provisions of the - ---- — $ttReOfCimoBujir"S and Pro"fessltffmCode,Diwsron 3 Ci6ower QUNDERPINNING Wo;. OR UNDER SLAB - ROOF SHEETING ROUGH FRAMING OF F`�l4YTTE — DRY WALL PLAN CHECKED BY APPROV ' -- —_ -"' LATH PLAN CHECK REC NO VALUATION FF[. S CASTER BROWN CT. _- _._._....— G.PE /� 0rFF a FINAt ' c . _.— APPLICATION F(,� BUILDING PERMIT CITY OF APPLICANT �yTT'O7 FILL 1IN+AREA WITHIN HEAVY LINES ONLY. TUSTIN ADDRESS / ( �/ 4 �r rt46 UD _ DESCRIPTION OF WORK I 1 BUILDING j,�' NEW �L_.1 ADD U ALTER F REPAIR LJ DEMOLISH L...i OWNER i.{-„YYvy �"`"VYJC "' ^'><� SIZE CJIJ STORIES x• FO tiMIILIES U FT. 4z- MAILING ++`` USE OF �• ` ADDRESS WoUV'1� PHONE STRUCTURC: CL:��T�IYL77 �'CL`�-� ,��e CITY l ! �� W 0 / i•7 7 ft L ARCWTECT ��/v/J l��s 6� lr.O Js �i E_F-C.AL LCJY BLOCK TRACT OR ENGINEER �y( �,f` ^'i• •7 r �i���yy IJC SC:R IPT{UN ADORESSTI S 17-[j„'K. `r( �I r (PLEASE GE THAT METES E BOUNDS) I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION r AND STATE THAT THE INFORMATION I HAVE PROVIDED IS CORRECT (`J f - `Fg �„�J, STATE sCC44�� AND AGREE TO COMPLY WITH ALL CITY ORDINANCES AND STATE CONTRACTOR G2 J '�J `r� 114 LICENSE # LAWS REGULATING BUILDING CONSTRUCTION. '7 '�1 ,{/" 1 CERTIFY T A7 I POSSESS THE ABOVE VALID CITY LICENSE OR A DqR ESS r 7��� y v` �� r��C I AM THE LE A WNE OF T iiESI ENTIAL PROFIERTY HEREIN C'. DESCRIBED. SIGNATURE OF Y r �• V CITY LICENSE # �J PERMITTEE ^ 70NING REGULATIONS ADDRESS i Z I vyYVe� 3/UY --'-' -" IHEC.KED BY BATE DATE CLEARED _.-._ P C, l VALUATION $ F PLOT PLAN FULLY DIMENSIONED' YES---- NO______.--- nG1 FEE ALL BUILDINGS SHOWN ON PLAN [PER APPLICANT)'+ � FEE - -- - E MAIN USE- ACC: USE ZONE --.. DIST. M.___..._-__ OCCUPANCY TYPE GROUP OF CONSTRUCTION REQUIRED BUILDING SITE FRONTAGE'! YF.ti -_ _ NO INSPECTION RECORD BUILDING HEIGHT' STORIES -_ AND FEET -,,`T APPROVALS DATE INSPECTOR SIGNATURE REQUIRED LAND AREA' YES-- NO FOUNDATION: LOCATION VARIANCE REQUIREDT._.v.. APPROVED_, No FORMS AND MATERIALS- STREET WIDTH___ COR14ER LOT INT LOT REINFORCED MASONRY OR CONCRETE BUIt.DING SETBACK C/L ST PROPERTY LINE SIDE YARD. RIGHT_ EAVE PROJECTION BOND BEAM SIDE YARD- LEFT__.___, EAVE PROJECTION UNDERPINNING REAR YARD ITO PILI WIDTH OF ALLEY_ SEPARATION BETWEEN BUILDINGS--.--,,---. ROOF SHEATHING CHIMNEY IN REQUIRED SIDE YARD PROJECTS---- ROOFING ROJECTS -_.,. ROOFING PORCH IN REOU[RED YARD PROJECTS STAIRS IN REQUIRED YARD PROJECTS FRAMING PARKING AREA REUUIRED-_-_ CAPACITY, CARS LATH OR [DRYWALL REMARKS INTERIOR LATH EXTERIOR - "- --- PLASTER FOR OFFICE USE ONLY BROWN COAT' RECEIVED 8Y PLAN CH ECK E❑ BV FINAL PLAN CHECK RECEIPT I. ROUTE IMMEDIATELY 2. OFFICE 3 ASSESSOR 4, OWNER'S COPY No TO INSPECTOR WORK COPY OF PERMIT BLDG. PER RLC APPROVED DATL TOTAL FEE gD 1 5886 APPLICATION F(,,-� BUILDING PERMIT CITY OF APPLICANT TO FILL IN AREA WITHIN HEAVY LINES ONLY. TUSTIN AUILDING DDRESS / • &)�r If-W t4� V a- DESCRIPTION qF WORK `` r �y !�. (jam NEW LJ _ADD 0 ALTER REPAIR LJ DEMOLISH L_i OWNER ` - .�� {ifAw SIZE NO. OF NO.OF 'hyo J,I,�J �'[�u ��y. SO. FT ��/ STORIES ., FAMILIES MAILINGADOR ESS �1/ y PHONE JTT�T' STRRUQC,T,R_,Ey CITY i N ARCHITECT �5� �J.� I_[C;/�I_ LUT HLQCK TRACT OR ENGINEER OX45-f (/�I/`YJ/I /�■l//✓�1� Lt_IIIIPTION A D D R FSS_ I 'l�f l C rz/6t- l two- (?LEASE ATTACH METES AND E SOUNDS) a��,�.��/ ) I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION STATE /�74, AND STATE THAT THE INFORMATION I HAVE PROVIDED IS CORRECT �� j � — AND AGREE TO COMPLY WITH ALL CITY ORDINANCES AND STATE CONTRACTOR LICENSE At LAWS REGULATING BUILDING CONSTRUCTION, I CERTIFY TH T I POSSESS THE ABOV VALID CITY'LICENSE OR �I "'► U� I AM THE LE WNE OF T RESI TIAL PROP RTY HEREIN ADDRESS f 1c-, DESCRIBED �j SIGNATURE OF �.-. CITY LICENSE # JS PERMSTT EE A , ko ZONING REGULATIONS I d(--. I��t � �N T Ann RLSS (;NECKED BY _ ❑ATE__. .. ._... ..DATE C'.FARED___-,__....- P.C. PLOT 1 LAN 1 LILLY DIMENSIONED' YES------,_ NO., - .4Jo FE£ ALL BUILDINGS SHOWN ON PLAN IPER APPLICANTI T _— _ VALUATION $ G�'� („/ PT FEE MAIN USE ACC:. USE ZONE------ DIST. M. OCCUPANCY TYPE GROuP OF CONSTRUCTION REQUIRED BUILDING SITE FRONTAGE? YES_-.___—._ NO -- ---- -------- -- --"---'- INSPECTION RECORD BUILDING HEIGHT? S10RIE5 AND APPROVALS DATE INSPECTOR SIGNATURE REQUIRED LAND A.REA'l YES_ NO --'-'-- FOUNDATION. LOCATION VARIANCE REQU tRED, APPROVED NO FORMS AND MATERIALS- STREET WIDTH____' CORNER LOT ____INT LOT--- REINFORCED MASONRY OR CONCRETE BUILDING SETBACK CL ST. ' PROPERTY LINE SIDE YARD, RIGHT _ EAVE PROJECTION--' BOND BEAM SILL YARD. LEFT SAVE PROJECTION UNDERPINNING REAR YARD ITO PILI WIDTH OF ALLEY - SEPARATION BETWEEN BUILDINGS ROOF SHEATHING CHIMNEY IN REQUIRED SIDE YARD PROJECTS_ ROOFING POR17H IN REQUIRED YARD PROJECTS- STAIRS IN REQUIRED YARD PROJECTS FRAMING PARKING AREA REQUIRED CAPACITY, CARS J fi DRY WA LL REMARKS- INTERIOR LATH EXTERIOR FOR OFFICE USE ONLYBROWN CpAT RF.CEl VZO BY �T PLAN CHECKED BY� FINAL L/ PLAN CHECK RECEIPT I. ROUTE IMMEDIATELY 2. OFFICE 3 ASSESSOR 4. OWNER'S COPY NO TO INSPECTOR WORK CORY OF PERMIT �i pE�ar C,# -/IAP PRO VEn�{ ��A7E ^ TOTAL FEE B fl BO S 5998 APPLICATION FOR PERMIT CITY OF APPLICANT TO FILL IN AREA WITHIN HEAVY LINES ONLY. TUSTIN u BUILDING AIDDRESS-17802 Irvine TRACT LOT NO. TOWN f CONTRACTOR � 1tQn_ ___ -_�_ ..SoF t at.e.. + NEAREST - -- - - CROSS STREET _ - ADDRESS ���- --- -- -....... Lyon Street TEL. OWNER_ Broarlmoor Homes . CITY Santa Ana ____ NO. 54.7..-6175 PROPOSED PRESEN STATE LICENSE EXPIRATION USE USE NUMBER 209983 DATE 41-72 PERMIT FEES NO. TYPE OF FIXTURE OR ITEM FEE DATE READY FOR FIRST INSPECTION WATER CLOSET (TOILET) $ I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION --- --- - ----- AND STATE THAT THE {NFORMAT ION I HAVE PROVIDED 15 CORRECT BATH TUB AND AGREE TO COMPLY WITH ALL CITY ORDINANCES AND STATE __.-___. LAWS REGULATING PLUMBING. SHOWER STALL I CERTIFY THAT I POSSESS THE ABOVE VALID CITY LICENSE AND PRESENT HEREWITH MY STATE LICENSE REGISTRATION CARD AS PROOF' THEREOF OR I AM THE OWNER OF THE RESIDENTIAL LAVATORY I WASH BASIN I ---_-- ---- PROPERTY DESCRIBED HEREI/1✓�,C7�� KITCHEN SINK GARBAGE DISPOSAL X V SPr_ In�w - Layton aftGWat-RE £RM' - LAUNORYTRAY OR AUTO.WASH. MACH INSPECTION RECORD DISHWASHER SERVICE SINK ---- --- -' `FLOOR SINK I FLOOR DRAIN DRINKING FOUNTAIN URINAL SAN D TRAPS SWIMMING POOL FILTER APPROVALS _ DATE- INSPECTOR'S 5IG.NATURZ WATER HEATER GROUND WORK-SOIL ONLY GROUND WORK WITH I WATER SOFTENERS WATER PIPE ❑ GAS PIPE E E LAWN SPRINKLERS RE5. ❑ COMM- CI ROUGH PLUMBING - TRAILER HOOK-UPS - GAS PIPING TO GAS SYSTEM LPG ❑ ----....._---.._..., .._._ NO.OF OUTLETS NAT. D WATER HEATER AUTO. FIRE SPR.SYSTEM-VALUATION _ --�` -- v__ NK IT -�- -- HOUSE SEWER I VALUATION I '- SEPTIC TANK ......_ SPRINKLER SYSTEM SEEPAGE PIT(S) LEACHING FIELD FINAL PERMIT ISSUANCE UTILITY CO-NOTIFIED BUILDING PERMIT NO. TOTAL, FEE S 3,05 RECD BY C'L.c� CHECKED OWNER PLAN By APPROVAL DATE TOTAL FEE 10031 BD F APPLICATION FOR HEATING, VENTILATING AND REFRIGERATION PERMIT CITY OF �1 APPLICANT TO FILL IN A- WITHIN HEAVY LINES ONLY. TUSTIN U gU ILD)NG TYPE OF NEN ADDITION ALTERATION OLD ADDRESS 1780.' Irvine Blvd. INSTALLATION CROS S STREETS 6 .t)rospec 4- )CHECK ONE) NATURAL LPG OIL pl$TRICT L KIND OF FUEL TRACT LOT NO. BLDG. USE NO. TYPE OF APPLIANCE AND MANUFACTURER AND HTU FEE F.A.U.-TO 100,000 BTU 54.00A. r OWNER !�. E. Smith Inc. L. Y��1 p F.A.U.—OVER 100.000 BTU s—EA. CONTRACTORS011thla� d HF ta. , AP' Inc. EVAPORATIVE COOLER $a OO EA MAIL APPLIANCE VENT OR TYPE "A" CHIMNEY 52.00 EA. ADDRESS TEL. CONDITIONED AIR REGISTERS .30 EA. CITY [_r*n E`ch 903806 NO.42.E-3638 FAN OR PLENUM (NOT A PART OF A FURNACE OR AIR CONDITIONER) EXPIRATION / ENT FAN LICENSE NO. 02-17 DATE ` ? (CONNECTED/ TO A SINGLE DUCT) 52-00 EA. VENTILATION SYSTEM yaao EA. (CONNECTED TO MORE THAN ONE OUTLEI a:.IILFT) DATE READY FOR FIRST INSPECTION HOOD I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLI- D$Y A MECHANICAL EXHAUSTI $3 00 EA. CATION AND STATE THAT THE INFORMATION THAT 1 HAVE INCI4ENTAL GAS PIPING PROVIDED IS CORRECT ANO AGREE TO COMPLY WITH ALL CITY ,PERSYSTEM) 1LSOEA- DRDINANCE5 AND STATE LAWS REGULATING HEATING, VENTI- LATING OR REFRIGERATING. ALTERATION OR REPLACEMENT OF HEATING. yA_oo EA. AIR CONDITIONING OR REFRIGERATION SYSTEMS I CERTIFY THAT I POSSESS THE ABOVE VALID CITY LICENSE AND I PRESENT MY REGI RATION CARD AS PROOF HEREWITH APPLIANCES OR EQUIPMENT 52.00 EA. OR I A HE�,LrE.t�G'AL OW �111F E RESIDENTIAL PROPERTY )NOT CLASSIFI EOAS HEATING EQUIPMENT) DESCR Eryyn IY REFRIGERATION SYSTEMS-NEW 0 ALTERED 0 REPLACE I] Xf� J LP7026H.P t3—EA .2010 50 HP.55.0D EA..OVER 50HP $10.00 EA. SIGNATURE OF PERMIT/TEEMFT'R. TYPE OF REFRIG. REMARKS WALL HEATFR & VENT $4.00 EA. A/C UNITS 4.00 8 Po ISSUANCE OF PERMIT S2.00 TOTAL FEE 10 c1G INSPECTION RECORD APPROVALS DATE INSPECTOR'S NAME FINAL RECEIVED BY: HATE BUILDING PERMIT NUMBER RCPT.4F V APPROVAL D A$, r Td r A F E� 3290 BD 4 6/68 2M APPLICATION FOR ELECTRICAL PERMIT CITY OF APPLICANT TO FILL IN ARF WITHIN HEAVY LINES ONLY. TUSTIN BUILDING ('� ADDRESS /2 V 6;2 T+ .(.l�s'� ✓�- TRACT--'-- LOT NO. TOWN OR SCHOOL DIST- Jf I- W ` --- 7� CONTR (`l��6- `ACTOR Ir {;_ NEAREST CROSS STREET OWNER L' Rc7SG �w ADDRESS ylj/��i•� /-�c.[� _ _ PROPOSED R SENT- T� T .ry ,/� TE.L .._.._. USE _ CITY s}ry(/�"`(,'�. `" NO. RESIDENTIAL_ SINGLE OR FEES MULTI FAMILI -1'f- NEW, STATE EXPIRATION LICENSE NO. C.4Z' DATE AREA IN SQUARE FEET GARAGES NEW RESIDENTIAL - DATE READY FOR FIRST INSPECTION OR MULTIFAMILY USE• I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION AREA IN SQUARE FEET _ AND STATE THAT THE INFORMATION PROVIDED IS CORRECT AND COOKING APPLIANCES-NO. OF AGREE TO COMPLY WITH ALL CITY ORDINANCES AND STATE LAWS WATTAGE EACH REGULATING ELECTRICAL WIRING. _......_._ —_-....._-.- I CERTIFY THAT I PO E55 THE ABOVE VALID CITY LICENSE, HEATING APPLIANCES - NO OF OR I AM THE LEGAL 0 OF THE RESIDENTIAL PROPERTY HERE- WATTAGE EACH 1 HOME APPLIANCES NAME EACH SIGNATURE OF ._.—. . PE R M I TT FIXTURES- NO. OF METERS LI`,HT POWER AC& F,I- VOLT PHASE ANo OUTLETS NO. OF SERVICES SIGNS & HP GAS TUBE LIGHTING INSPECTION RECORD POLES 'PERMANENT' CONSTRUCTION TEMPORARY UNDER GROUND! -' GENERATORS - NO. OF - �-- KW. EACH TRANSFORMERS-NOS OF KW. EACH MOTORS-NO. OF LIST UNDER MISCELLANEOUS MISCELLANEOUS AND LIST OF MOTORS APPROVALS DATE IN:;P. S,I rNkTURE-. NUMBER OF SERVICES CONDUIT I IF UNITS TO PE SEPARATELY --- - METF_RED- LIST AS NUMBER OF SERVICES UNDERGROUND PERMIT ISSUANCE WIRING FIXTURES TOTAL FEE POWER FINAL ? L.L.. PT_ NO, BY 1ITII ITY NOT71 IED --� APPROVAL �) \ oAT I� � TOT FEE / BD6 5695 - APPLICATION FOR ELECTRICAL PERMIT CITY OF APPLICANT TO FILL IN ARF" WITHIN HEAVY LINES ONLY. TUSTIN BUILDING , e TRACT L.OT O ._.. TOWN OR SC OOL DIST. ------ CONTRACTOR NEAREST CROSS STREET , OWNERs f� _ ADDRFS,5 r;�4 I~� •�k - e� �-_� ..___"`'T ��..-_. __.__—_ � ��_• ._..�._.—_. PROPOSED PRESENT TE - 7 USE USE _ _ CITY „� �_ 7' ��t �`� N • RESIDENTIAL SINGLE OR FEES MULTI-FAMILY - NEW; STATE •-fir •� EXPIRATION 7 LI CENSE NO/ ,t .7 > ./ ,/ DATE AREA IN SQUARE FEET GARAGES NEW (RESInFF47EALD � ATE READY FOR FIRST INSPECTION OR MULTI.-FAMILY USE, I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION AREA IN SQUARE FEET _ _._...__ _ AND STATE THAT THE INFORMATION PROVIDED IS CORRECT AND COOKING APPLIANCES_NO OF _ AGREE TO COMPLY WITH ALL CITY ORDINANCES AND STATE LAWS WATTAGE EACH -- REGULATING ELECTRICAL WIRING. _ ......._._—_....__ I CERTIFY THAT I POSSESS THE ABOVE VALID CITY LICENSE, HEATING APPLIANCES - NO. OF OR I AM THE LEGAL OWNER OF THE RESIDENTIAL PROPERTY HERE- WATTAGE EACH IN DESCRIBED. HOME APPLIANCES - NAME EACH _. SIGNATURE OF PFRMITTFE FIXTURES- NO. OF % 00 - METERS LIGHT POWER AC& REG VOLT PHASE AND OUTLETS- NO. OF 1 SERVICES SIGNS &: HP GAS TUBE LIGHTING INSPECTION RECORD POLES I PERMANENT) !CONSTRUCTION TEMPORARY UNDER GROUND) GENERATORS- NO. OF ----- KW, EACH TRANSFORMERS -NO. OF KW. EACH MOTORS- NO. OF LIST UNDER MISCELLANEOUS MISCELLANEOUS AND LIST OF MOTORS ell - ..._ NUMBER OF SERVICES _ Y APPROVALS DATE INSP SIGNATUHE CONDUIT IF UNITS TO 8E SEPARATELY ----- METERED - LIST AS NUMBER OF SERVICES, UNDERGROUND PERMIT ISSUANCE WIRING - ___.._..... FIXTURES__- TOTAL FEE POWER REC Fi NAL & + 71 B6G�-Pr NO,� - BY UTI�.Ity NOTIFIED APPROVAL DATE TOTAL FEE. 1 BID 5692 APPLICATION FOR HEATING, VENTILATING AND REFRIGERATION PERMIT CITY OF APPLICANT TO FILL 1N /"'A WITHIN HEAVY LINES ONLY. TUSTI N BUILDING �,'y`Y •I�C , TYPE OF IN ADDITION ALTERATION OLD AOflREss L'G.� INSTALLATION SYREE:TS$ [CHECK ON NA7UR L G OIL R 55 DISTRICT �` KIND OF FUEL TRACT LOT NO. BLDG. USE No. YY PE OF APPLIANCE AND MANUFACTURER AND BTU EE F.A.U.-TO 100.000 BTU ;A.ODEA_ OWNER F.A.U.—OVER 100,000 BTU as.po EA. CONTRACTOR �Z't '� r EVAPORATIVE COOLER ss.pp Ew_ MAILT"1 ^ql •,-` APPLIANCE VENT OR TYPE "A" CHIMNEY ;x.00 Ew. ADDRESS` ( TEL. / GONDI7ION ED AIR REGISTERS .ap CITYZ0JV I` Cb4 No. " ,{c'- F FAN OR PLENUM r NOT A PART OF A FURNACE OR AIR CONDITIONER) 7s.0o Ew. EXPIRATION ) VENT FAN LICENSE NO.Ce V 7 DATE / 7 L- (CONNECTED TO A SINGLE DUCT) i2.Oo Ew. } _ VENTILATION SYSTEM .� sa.pp EA. DATE READY FOR FIRST INSPECTION f f ! 'CONNECTED TO MORE THAN ONE OUTLET 6 —TTI I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLI- HOOD s9,pp eA. (SERVED BY A MECHANICAL EXHAUST) CATION AND STATE THAT THE INFORMATION THAT 1 HAVE INGEOENTAL GAS PIPING PROVIDED IS CORRECT AND AGREE TO COMPLY WITH ALL CITY "PER SYSTEM) sLso ew. ORDINANCES AND STATE LAWS REGULATING HEATING VENTI- LATING OR REFRIGERATING, A R COIVION CONDITIONING OR REFRIGERATION pN SYSTEMS $4'OO a"' I CERT FY THAT I POSSESS THE ABOVE VALID CITY LICENSE AND I p SENT MY REGISTRATION CARO AS PROOF HEREWITH APPLIANCES OR EQUIPMENT oo EA. OR THE RESIDENTIAL PROPERTY I NOT CLASSIFIED AS HEATING EQUIPMENT) DE SCR E. D HE REFRrGERATION SYSTEMS-NEW El ALTERED El REPLACE LI XY' yY./ I)PT020H.P i9.0p EA,.2p TD SpN P.;g.Pp EA oYEp gO H.P irO OO EA /, SIGNATUPE OF PFRMITI"E MFT'R. TYPE OF REFRIG. LBS REMARKS WALL HEATER & VENT 34.00 EA. A/C UNITS ISSUANCE OF PERMIT $2Co TOTAL FEE INSPECTION RECORD APPROVALS DATE INSPECTOR'S NAME Jt FINAL RECEIVED BY: DA - BUILDING PERMIT NUMBER RCPT. # C APPROVAL DAT ?- 71 IOTA F E ) 1' d 4� 3759 BD 4 6/60 2M APPLICATION FOR ELECTRICAL PERMIT CITY OF APPLICANT TO FILL IN AR"� WITHIN HEAVY LINES ONLY. TUSTI N BUILDING / ^/ J r f h _ ) ADDRESS / / �� `� �.�/_� f. h^'_ TRACT..- LOT NO. .�L�/J�- L tL _ TOWN OR SCHOOL DIST. _ CONTRACTOR •i�_i, _ NEAREST CROSS STREET OWNER ,� , ' � � ADDRESS PROPOSED PRESENT 7 ., r TEL. USE USE CITY 4--✓ #_°-� � NO. RESIDENTIAL 'SINGLE OR FEES __.: _. _... MULTI-FAMILY - NEW) ISTATE EXPIRATION LICENSE NO DATE AREA 1N SQUARE FEET _ __ -------- -------- GARAGES NEW RESIDENTIAL DATE READY FOR FIRST INSPECTION OR MULTI FAN1ILY USE; I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION AREA IN SQUARF FEET _ AND STATE THAT THE INFORMATION PROVIDED IS CORRECT AND COOKING APPLIANCES- NO. OF AGREE TO COMPLY WITH ALL CITY ORDINANCES AND STATE LAWS WATTAGE LACH REGULATING ELECTRICAL WIRING, ---- - - -- I CERT}FY THAT I POSSESS THE ABOVE VALID CITY LICENSE, HEATING APPLIANCES- NO. OF _ OR I AM THE LEGAL OWNER OF THE TEDENTIAL PROPERTY HERE- WATTAGE EACH - IN DESCRIBED, HOME APPLIANCES - NAME EACH SIGNATURE` I OF _ - PERMITTEE �,`ST _ .� V FIXTURES- NO, OF METERS L1 GHT POWER AC&REG VOLT PHASE AND OUTLETS- NO. OF �J7 SERVICES SIGNS d HP GAS TUBE LIGHTING INSPECTION RECORD POLES �PERMANENTI �CONSTRUCTION TEMPORARY UNDER GROUND) --- __...... GENERATORS- NO. OF - KW- EACH TRANSFORMERS-NO. OF - KW- EACH MOTORS- NO. OF - LIST UNDER MISCELLANEOUS MISCELLANEOUS AND LIST OF MOTORS --"-�� NUMBER OF SERVICES T APPROVALS DATE IN9P, SECNATUHE CONDUIT r IF UNITS TO BE SEPARATELY METERED- LIST AS NUMBER OF SERVICES, UNDERGROUND WIRING PERMIT ISSUANCE _. FIXTURES TOTAL FEE POWER FINAL BLDG. PT- NO. UTILITY NOTIFrEU APPROVAL pA! � •� (J r�J � T OTt��.-1 LI II BD6 F/ 5631 APPLICATION FOR ELECTRICAL PERMIT CITY OF APPLICANT TO FILL IN ARE)) `.THIN HEAVY LINES ONLY. TUSTIN <. 9 BUILDING } � �- ADDRESS �.-..w2 �� <. F�. �... TRACT T NO. TOWN OR SCHOOL DIST. } CONTRACTOR ?l_c .c i-c ICA NEAREST CROSS STREET OWNER ADDRESS_ PROPOSED PRESENT _ [ _ TEL 1 (- - USE USE ____... CITY .-- i .'iii .1� �..1�._.t..` NO, '�rr 7C.-" C ✓ RESIDENTIAL 'SINGLE OR FEES +7 STATE EXPIRAT30N MULTIFAMILY - NEW� _ -^- - - •_-- , E LICENSNq. D '. � • ATE � AREA IN SQUARE FEET -........... -�_-- — - GARAGES NEW i RESIDENTIAL - DATE READY FOR FIRST INSPECTION OR MULTIFAMILY USEi I !HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION AREA IN SQUARE FEET _ AND STATE THAT THE INFORMATION PROVIDED IS CORRECT AND _ COOKING APPLIANCES NO. OF AGREE TO COMPLY WITH ALL CITY ORDINANCES AND STATE LAWS WATTAGE EACH -- REGULATING ELECTRICAL WIRING. I CERTIFY THAT I POSSESS THE ABOVE VALID CITY LICENSE, HEATING APPLIANCES- NO. OF OR I AM THE LEGAL OWNER OF THE RESIDENTIAL PROPERTY HERE- WATTAGL EACH IN DESCRIBED, HOMEAPPLIANCES - NAME EACH SIGNATURE a -' PER Mk TEE:— FIXTURES-NO —FIXTURES-NO, OF -- �~ % � METERS LIGHT POWER AC& RFG VOLT PHASE _._ AND OUTLETS - NO. OF '"i SERVICES SIGNS & HP GAS TUBE LIGHTING INSPECTION RECORD POLES 'PERMANENT, iCONSTRUCTION TEMPORARY UNDER GROUND! GENERATORS- NO. OF KW. EACH TRANSFORMERS-NO OF KW- EACH - MOTORS- NO. OF LIST UNDER MISCELLANEOUS MISCELLANEOUS AND LIST OF MOTORS b'7 _ APPROVALS DATE INSF. 51GNATURE NUMBER OF SERVICES _--- -----'-' CONDUIT I.IF UNITS TO BE SEPARATELY METERED- LIST AS NUMBER OF SERVICES UNDERGROUND WIRING PERMIT ISSUANCE - - - - -- „- _.._. F X T U RES TOTAL FEE 'OW FR / -FINAL -. ... ... _ BLDG. PT. NO. BY Ul iLITY Noser-iEu l- APPROVAL DATES Z TOTAL FEE r R D 6 5675 APPLICATION FOR ELECTRICAL PERMIT CITY OF APPLICANT TO FILL IN AREF 'ITHIN HEAVY LINES ONLY. TUSTI N F LDING "7DRESSTRACT LOT NO. N OR SCHOOL DIST. CONTRACTORREST CROSS STREET OWNER �...—.._ /f J (L_ .. ---- ADDRESS J, !J. PROPOSEDPRESENT TEL USE USE __ GIT_Y�, " C� `�+'SpC',r'� /' �/'`Tl N _ O^ 3 RESIDENTIAL (SINGLE OR FS ! T ,,..� — � MULTI F"AMILY-NEWt STATE i � �jEXPIRATION S 9 LICENSE NO. J DATE AREA IN SQUARE FEET --....__.-- -_ _ .__..."..-_...__.___.— GARAGES NEW f RESIDENTIAL DATE READY FOR FIRST INSPECTION OR MULTIFAMILY USE) I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION AREA IN SQUARE FEET --. AND STATE THAT THE INFORMATION PROVIDED IS CORRECT AND COOKING APPLIANCES- NO. OF AGREE TO COMPLY WITH ALL CITY ORDINANCES AND STATE LAWS WATTAGE EACH REGULATING ELECTRICAL WIRING. --, I CERT'IFY THAT I POSSESS THE ABOVE VALID CITY LICENSE, HEATING APPLIANCES-NO- OF OR I AM THE LEGAL OWNER OF THE RESIDENTIAL PROPERTY HERE- WATTAGE EACH IN DESCRIBED, HOME APPLIANCES - NAME EACH SIGNATURE nH PERMITTEE -v _ FIXTURES-NO. OF 7 / METERS LIGHT POWER AC& RFG VOLT PHASE OUTLETS-NO, OF 4 ` s' 6 SERVICES SIGNS it HP GAS TUBE LIGHTING INSPECTION RECORD POLES �PFRMANENT, (CONSTRUCTION TEMPORARY UNDER GROUND:- GENERATORS- NO. OF -"-- KW, EACH TRANSFORMERS- NO. OF KW. EACH MOTORS- NO. OF LIST UNDER MISCELLANEOUS - MISCELLANEOUS AND LIST OF MOTORS APPROVALS DATE INSF. Sic Nni UHE NUMBER OF SERVICES CONDUIT I IF IJNITS TO BE SEPARATELY --- --- METERED- LIST AS NUMBER OF SERVICES UNDERGROUND WIRING PERMIT ISSUANCE ---.--- - - — FIXTURES TOTAL FEE POWER --- FINAL i 'J BEC. F- - BLDG.FT. NO. gy "'C,J UrILIrr NoriF fLo APPROVAL 1 DAT �- f `v 7 TOTAL FOE r 25Z EID6 [ 5487 APPLICATION FOR HEATING, VENTILATING AND REFRIGERATION PERMIT CITY OF �7 APPLICANT TO FILL IN "-'k WITHIN HEAVY LINES ONLY. TUSTIN IJ BUILDINGTYPE OF NES ADDITION ALTERATION OLD ADDRESS 7 �% "�*11 G ;�/� LL o INSTALLATION CROS RESTS& .,,,� * (CHECK ONE) NATURAL LIP G OIL, pfSTRIGT KIND OF FUEL TRACT LOT NO. BLDG, USE NO. TYPE OF APPLIANCE AND MANUFACTURER AND BTU FEE !'? F.A.U.—TO 100.000 BTU 14.00 EA. OWNER :2t> , %' F.A.U.-OVER 100,000 BTU fs oo EA. CONTRACT""O��R ,�'�J' F �' Y, EVAPORATIVE COOLER ss.00 EwMAIL . AODR FC..�C[.' � �i APPLIANCE VENT OR TYPE "A" CHIMNEY f2.00 A. _ NDITIONED AIR REGISTERS .SO EA S Y ) TEL. CITY a ; Cl 4',J ` �f NO. t� I =, FAN OR PLENUM 5—.EA. (NOT A PART OF A FURNACE OR AIR CONDITIONER) EXPIRATION LICENSE NO. �.' G 4 DATE VENT FAN sz.oO Ew. (CONNECTED TO A S[NGLE DUCT1 ENTILATION SYSTEM ss.00 Ew. DATE READY FOR FIRST INSPECTION / / , 1CONNECTE❑TO MORE THAN ONE OUTLEI &INLET) I HEREBY ACKNOWLEDGE THA I HAVE READ THIS APPLI- HOOD 5-0 Ea. SERVED BY A MECHANICAL E%HAUS7Y CATIONAND STATE THAT THE INFORMATION THAT I HAVE NTAL GAS PIPING PROVIDED IS CORRECT AND AGREE TO COMPLY WITH ALL CITY I'NCIDENCIDEsTEM) 61.50 EA. ORDINANCES AND STATE LAWS REGULATING HEATING, VENTIPER SY - LATING OR REFRIGERATING, ALTERATION OR REPLACEMENT OF HEATING. 6a.00 En. I CERTIFY THAT I POSSESS THE ABOVE VALID CITY LICENSE AIR CONDITIONING OR REFRIGERATION SYSTEMS AND I PRESENT MY REGISTATION CARD AS PROOF HEREWITH APPLIANCES OR EQUIPMENT 63.00 EA. OR IJ LEGAL OW OF THE RESIDENTIAL PROPERTY )NOT CLASSr FIED AS HEATING EQUIPMENT) DESC M$ ER Ej�pl REFRIGERATION SYSTEMS-NEW©ALTERED D REPLACED X /FIC(/ UPTO 20H.P.i9,00EA. 20TO50 H,P.55 CGEA..0-50H.P,$10.00 EA. MFT'R, TYPE OF REFRIG. SIGNATURE OF P[RMITT[E $ REMARKS WALL HEATER & VENT 16.00 EA. A/C UNITS ISSUANCE OF PERMIT $2.00 ++�� TOTAL FEE, r INSPECTION RECORD APPROVALS DATF INSPECTOR'S NAMELIE FZ F� 8 FINAL RECEIVED BY: DAT IZ BUILDING PERMIT NUMBER RCPT,# /' 7 OAT _ -7 TOTA FE 3286 BD A 6/613 2M APPLICATION FOR ELECTRICAL PERMIT CITY OF APPLICANT TO FILL IN ARE?' `IVITHIN HEAVY LINES ONLY. TUSTIN BUII,DING -� ADDRESS [ ) - TRACT LOT NO. TOWN OR SCHOOL DIST_ CONTRACTOR Z. /�`ir7 C/ y" �/1�� �• �L -- NEAREST CROSS STREET OWNER 7 _ � / '� .ti. A[JDRESS _��..:'.. L, PROPOSED PR ESEN7 i TEL USE_ U5E _ CIT i,� -. -� � � L0�.'�/� �. RESIDENTIAL (SINGLE OR FEES I - T '-r STATE �� --� EXPIRATION LICENSE NO. MULTI-FAMILY- NEWT � i c'� PATE AREA IN SQUARE FEET i _�__ .___ GARAGES NEW r RESIDENTIAL DATE READY FOR FIRST INSPECTION OR MULTIFAMILY USE I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION AREA IN SQUARE FEET AND STATE THAT THE FNFORMATION PROVIDED IS CORRECT AND COOKING APPLIANCES -NO. OF AGREE TO COMPLY WITH ALL CITY ORDINANCES AND STATE LAWS WATTAGE EACH — REGULATING ELECTRICAL WIRING. --- ------- — ! CERTIFY THAT I POSSESS THE ABOVE VALID CITY LICENSE, HEATING APPLIANCES- NO. OF' OR 1 AM THE LEGAL OWNER OF THE RESIDENT}AL PROPERTYHERE- WATTAGE HERE- WATTAGE EACH IN DESCRIBED, HOME APPLIANCES - NAME EACH SIGNATURE OF ... ---- PERMITTEE f - FIXTURES- NO. OF 4.j.� � METERS LIGHT POWER AC" VOLT PHASE OUTLETS- NO. OF i SERVICEt SIGNS & HP GAS TUBE LIGHTING INSPECTION RECORD POLES ,PERMANENTr rCONSTRUCTION TEMPORARY UNDER GROUND, -- GENERATORS - NO. OF -- KW. EACH TRANSFORMERS -NO. OF KW. EACH MOTORS-NO. OF - ^ - LIST UNDER MISCELLANEOUS �- MISCELLANEOUS AND LIST OF MOTORS c / APPROVALS DATE Ira s,=. SIGNA)LJHE NUMBER OF SERVICES CONDUIT IF UNITS TO BE SEPARATELY -- METERED - LIST AS NUMBER OF SERVICES UNDERGROUND PERMIT ISSUANCE WIRING — '� FIXTURES TOTAL FEE POWER /r� FINAL PT. NO CyC BLDG. REC. BY UT.LILY NOTir I[D APPROVALDATE TOTAL FEE D BED 5494 APPLICATION FOR HEATING, VENTILATING AND REFRIGERATION PERMIT CITY OF �I APPLICANT TO FILL IN r-cA WITHIN HEAVY LINES ONLY. TUSTIN IJ 91,ILDING "1��, _ TYPE OF NES. ADD;TION ALTERATION OLD AaDREss �� �- �, INSTALLATION CROSS STREE7 & (CHECK ONE) NATURAL LPG OIL DISTRICT 1'"' KIND OF FUEL TRACT LOT NO. BLDG, USR Nb. TYPE OF APPLIANCE AND MANbFACTURE.AND BTU FEE .. y yy\ F,A.U.—TO 100.000 BTU aA.aoeA. OWNER '45 V -� rr^^I1 F.A.U.—OVER IOO.DOO BTU rsao EA. CONTRACTOR ' '�-„- ti.p�, �~' �- EVAPORATIVE COOLER S. EA. 1r^ � APPLIANCE VENT OR TYPE "A" CHIMNEY 1z .EA. ADDRESS _ V TEL iCONDfTIONED AIR REGISTERS ao EA. CITY ti („ j N07 1-f �� U 4'� I FAN OR PLENUM I NOT A PART OFA FURNACE OR A1R CONDITIONER l 13,00 EA. EXPIRATION �_VENT FAN LICENSE NO. f DATE (CONNECTED TO A SINGLE DUCT) f2.00 EA. VENTILATION SYSTEM S3,...A. (CONNECTED TO MORE THAN ONE OUTLET n iNLET) DATE READY FOR FIRST INSPECTION 1 HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLI- HOOD sacro EA. f SERVED BY A MECHANICAL EXHAUST) CATION AND STATE THAT THE INFORMATION THAT I HAVE INCIDENTAL GAS PIPING PROVIDED IS CORRECT AND AGREE 70 COMPLY WITH ALL CITY PER SYSTEM) sl,11 EA. ORDINANCES AND STATE LAWS REGULATING HEATING VENTI- L ATI N.0,OR REFRIGERATING. ALTERATION OR REPLACEMENT OF HEATING. sn_—EA_ AIR CONDITIONING OR REFRIGERATION SYSTEMS I ERTIFY THAT I POSSESS E ABOVE VALID CITY LICENSE AND 11POES'EENT MY R ISTRAT N CARD AS PROOF HEREWITH APPLIANCES OR EQUIPMENTOR IATLEGAL NER fr1 THE RESIDENTIAL ROPERTYlNor cLAssiFIEn AS HEATING EQUIPMENT)DE6CI;—LED HEREINREFRIGERATION SYSTEMS-NEW❑ALTEREO 17 REPLACE❑ Xti UP TO 20 H P.93 00 EA..20 TO SO H P$5 00 EA OVER SO H P.I f0.00 EA. SIGNATURE OF PERMITTEE MFT'R_ TYPE OF REFRIG. INO REMARKS WALL HEATER & VENT 56.0O EA. A/C UNITS \ i ISSUANCE OF PERMIT 52.00 TOTAL FEE $� INSPECTION RECORD APPROVALS DATE INSPECTOR'S NAME FINAL d RECEIVED BY: lbDAT BUILDING PERMIT NUMBER RCPT.# APPROVAL TOTAyrFE E 3288 BD 4 6/66 2M APPLICATION FOR HEATING, VENTILATING AND REFRIGERATION PERMIT CITY OF » APPLICANT TO FILL IN D"-4 WITHINrHEAVY LINES ONLY. TUSTIN la UAD H_DIN f r`[ryJ .�--r f i .L ` f TYPE OF NEW ADDITION ALTERATOON OLD L 1NSTALLATION CROS STREETS& ,r' (CHECK ONE) NATURAL LPG OIL DISTRICT KIND OF FUEL TRACT LOT NO. BLDG. USE NO. TYPE OF APPLIANCE AND MANUFACTURER AND BTU FEE F.A.U.--TO 100.000 BTU sa.00 Ew. OWNER F.A.U.—OVER 100,000 BTU ss_oo Ew, CONTRACTOR, J1. L-� .- C �+ �` �✓- EVAPORATIVE COOLER Sa.oo EA, r+• MAIL �+�/ !� F j APPLIANCE VENT OR TYPE "A" CHIMNEY sz.00 EA. ADDRESS !ry' L L v I✓�..'`v' TEL. _ CONDITIONED AIR REGISTERS -ao ew CITY fj p No. FAN OR PLENUM (NOT A PART OF A FURNACE OR AIR CONDITIONER) S. ew_ Lx PIRA7ION ` "] VENT FAN LICENSL NO. � DATE r (� (CONNECTED TO A SINGLE PuCT1 iZ.oa EA. ENTILATION SYSTEM I oo EA. i CONNECTED TO MORE THAN ONE OUTLET a iN+_CT) DATE READY FOR FIRST INSPECTION I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLI- H0013EA.BY A MEc HANICAL EXHAUST) 59.00 EA. CATION AND STATE THAT THE INFORMATION THAT I HAVE INCIDENTAL GAS PIPING PROVIDE❑ IS CORRECT AND AGREE TO COMPLY WITH ALL CITY l'NCTDPER YSTEM) 51.50 EA. ORDINANCES AND STATE LAWS REGULATING HEATING VENTI- LATI ,OR REFRIGERATING, ALTERATION OR REPLACEMENT OF HEATING. ia.00 EA. AIR CONDITIONING OR REFRIGERATION SYSTEMS I E TIFY THAT I POSSESS T E ABOVE VALID CITY LICENSE AND I P ESENT MY REGIS7RAT1 N CARD AS PROOF HEREWITH APPLIANCES OR EQUIPMENT CC EA OR I AM THE LEGAL ¢¢¢��#NER 0 THE RESIDENTIAL PROPERTY (NOT CLASSIFIED AS HEATING EQUIPMENT) C 16tD HEREIN REFRIGERATION SYSTEMS-NEW❑ALTERED❑REPLACE El U-021— e3.o v.is.00 EA..o,Er 5a H.F.Slo.00 EA. SIGNATURE F PEHMfT7EE MFT'R. TYPE OF REFgIG. �es REMARKS WALL HEATER & VENT ia.ao EA. A/C UNITS W Y^ Y ISSUANCE OF PERMIT $2.00 TOTAL FEE , INSPECTION RECORD APPROVALS DATE INSPECTORS NAME FINAL RECEIVED BY: DATE BUILDING PERMIT NUMBER RCPT. # APPROVAL DATE //5 ` / TOTAL ` 3289 BD 6 e/65 2M APPLICATION FOR HEATING, VENTILATING AND REFRIGERATION PERMIT CITY OF APPLICANT TO FILL IN A"'4 WITHIN HEAVY LINES ONLY. TUSTIN (J BUILDING -7 `� r ! :''/, TYPE OF NEW ADDITION ALTERATION OLD q DORE55 ID.- I!'•�` INSTALLATION CROSS STREETS& r. (CHECK NATURAL LPG OIL DISTRICT KIND OFONE)FUEL. TRACT LOT NO. BLv G. USE NO. TYPE OF APPLIANCE ANP MANUFACTURER AND BTU FEE OWNER Jl F.A.U.—TO 100.000 BTU sa.vo EA. F.A.U.—OVER 100,000 BTU $5.6 EA. CONTRACTOR EVAPORATIVE COOLER 5-- MAIL 0 APPLIANCE VENT OR TYPE "A" CHIMNEY sz.oo Ew. ADDRESS TEL. - 7 / CONDITIONED AIR REGISTERS so EA. CITY NO. ��I— e(�' FAN OR PLENUM (NOT A PART OF A FURNACE OR AIR CONDITIONER) S-0 EA. //�� EXPIRATION �^VENT FAN LICENSE NO. c) DATE (CONNECTED TO A SINGLE DUCT) i2.00 EA. ENTILATION SYSTEM 3 ss.00 EA. DATE READY FOR FIRST INSPECTION (CONNECTED TO MORE THAN ONE OUTLE &INLET( I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLI- HOOD ia.00 Ew. S O VED BY A MECHANICAL EXHAUST) CATION AND STATE THAT THE INFORMATION THAT I HAVE INCIDENTAL GAS Pl PING PROVIDE❑ IS CORRECT AND AGREE TO COMPLY WITH ALL CITY PER SYSTEM) sLsa EA. ORDINANCES AND STATE LAWS REGULATING HEATING VENTI- LATIN OR REFRFG ERATING, ALTERATION OR REPLACEMENT OF HEATING, $a,oo EA. I E TIFY THAT I POSSESS THE ROVE VALID CITY LICENSE AIR CONDITIONING OR REFRIGERATION SYSTEMS AND I P'S ENT MY REGISTRATION ARD AS PROOF HEREWITH APPLIANCES OR EQUIPMENT OR I M THE LEGAL 0 R OF T E RESIDENTIAL llfPERTY I NOT CLASSIFIED AS HEATING EQUIPMENT) OE$CR O }iERE1N. 1/f REFRIGERATION SYSTEMS-NEW 0 ALTERED Q REPLACE[] /.' �( Pi9.00 EA. 20 TO SO H.P.i3.09 EA.-OYER SO R,P.ii0,00 EA. SIGNATURE OF PERMITTEE ✓✓ MFT'R. TYPE OF REFRIG, L s. REMARKS WALL HEATER & VENT $4.00 EA. A/C UNITS c(./ / l{: ISSUANCE OF PERMIT $2.00 TOTAL FEE vo- 17 INSPECTION RECORD APPROVALS DATE INSPECTORS NAME 7 FINAL f RECEIVED BY: DATE BUILDING PERMIT NUMBER RCPT. # APPROVAL OA 7Z J TOTAL F E � 3285 BO 4 43/68 2M APPLICATION FOR HEATING, VENTILATING AND REFRIGERATION PERMIT CITY OF APPLICANT TO FILL IN / -"A WITHIN HEAVY LINES ONLY. TUSTIN Eau I NE, ADDITION ALTERATION OLD ADDRESS S 7 I SI TYPE OF ADDR E55 � � �1. Z Til V'!ti.-r„` � JC..L P INSTALLATION CROSS STREETS& (CHECK ONE) NATURAL L P G OIL olsTRlcr �' 1 KIND OF FUEL Ld L Lc TRACT LOT NO. BLDG. USE NO. TYPE OF APPLIANCE AND MANUFACTURER AND BITU EE � T _ F.A.U.—TO 100.000 BTU sa,00 EA. OWNER . 'J. 7�l \ `"4 L,y� l +/ f 1 F_A_U_—OVER 100.000 BTU ;3.00 EA. CONTRACTOR —a�µA,,;J ]—r ,�^ c� �,` [ EVAPDRATIVE COOLER saoo E._ MAIL ` ADDRESS G�4 •�' APP IANCE VENT OR TYPE "A" CHIMNEY — TEL. CONDITIONED AIR REGISTERS 3o EA. CITY a-y 47F � '� .:. L ` i. AL-r— Na. �i� FAN A P PLENUM s3.0o EA. ,NOT A PART OFA FURNACE OR AIR CONDITIONER) EXPIRATION VENT FAN LICENSE NO. DATE I t, ;z,00 EA. (CONNECTED TO A SINGLE DUCT( VENTILATION SYSTEM saoO EA, DATE READY FOR FIRST INSPECTION i-"J •7 ,CONNECTED TO MORE THAN ONE OUTLET&iNLETT I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLI- HOOD ;g.OO EA, f SERVED BY A MECHANICAL EXHAUST) CATION AND STATE THAT THE INFORMATION THAT I INCIDENTAL GAS PIPING HAVE PROVIDED IS CORRECT AND AGREE TO COMPLY WITH ALL CITY I CIDLER TEM( 51.50 EA. ORDINANCES AND STATE LAWS REGULATING HEATING, VENTI- LATING OR REFRIGERATING. ALTERATION R CONI IOTIDNINO PL REFRIGERATION SYSTEMS A. I CERTIFY THAT I POSS S THE ABOVE VALID CITY LICENSE AND I PRESENT MY REGIS ATION CARD AS PROOF HEREWITH APPLIANCES OR EQUIPMENT ;3.00 EA. OR I A kf� LEGAL O ER OE THE RESIDpENTiAL PROPERTY INOTCLAsslEieoASHEATINGe4uIPMENTI DESCRI VEER REFRIGERATION SYSTEMS-NEW D ALTERED❑REPLACE❑ Xl � .�� P.;3.00 EA, 20 TO SO H.P,;S.00 EA. OVER SO H.P.;,0.00 EA. S GNATl1NE OF PERMITTEE MFT'R. TI-OF REFRIG. NO_ L68. REMARKS ''yy a� WALL HEATER IN VENT ;A.0-EA. 74).} iS' Y-r n r#v��-ti," �! (J`�c' 'lIr4 ''�%J A/C UNITS _e ISSUANCE OF-PERMIT 92.00 TOTAL FEE INSPECTION RECORD APPROVALS DATE INSPECTOR'S NAME FINAL RECEIVED BY. DATE BUILDING PERMIT NUMBER RCPT. # APPROVAL. DAT 9 TOTAL FE 71 ✓ (d1 3287 BD 4 6/66 2M APPLICATION FOR i'LUMBING PERMIT CITY OF APPLICANT TO FILL IN AREA WITHIN HEAVY LINES ONLY. TUSTIN sUILDING ADDRESS A �r; TRACT LOT NO. TOWN �J OR AREA CONTRACTOR IVs�� �{`� NEAREST CROSS STREET 0C L, �1'/,� � ADDRESS 4 !mss .�f-r�J���^�� TEL. OWNER CITY_� �_�G� -►� +r1-. ----- NO-�� __ PROPO ED _ PR SENT STATE LICENSE EXPIRATION USE - _ F�C� '`,� �{, }�y� USE NUMBER_- DATE PERMITFEES NO. TYPE OF FIXTURE OR ITEM FEE DATE READY FOR FIRST INSPECTION WATERCLOSET ITOILETI $ I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION -- -- -- ---- t-- - AND STATE THAT THE INFORMATION I HAVE PROVIIOED IS CORRECT BATF-i TUB AND AGREE TO COMPLY WITH ALL CITY ORDINANCES AND STATE __....�_.—......__... _. LAWS REGULATING PLUMBING, SHOWER STALL I CERTIFY THAT I POSSESS THE ABOVE VALID CITY LICENSE -- -.-fi-- w------. ___.— AND PRESENT HEREWITH MY STATE LICENSE REGISTRATION CARD AS E PROOF EROI AM THE OWNER OF THE RESIDENTIAL LAVATORY WASH BASIN I pR DES RIF ORBED HERE KITCHEN SINK L I ..... 'a ........_._ - -- _....._ LAUNDRY TRAY OR AUTO. WASH. MACH. 53 q RE OF PERMITTEE T INSPECTION RECORD DISHWASHER - v' SERVICE SINK - FLOOR SINK FLOOR DRAIN DRINKING FOUNTAIN URINAL SANOTRAPS SWIMMING POOL FILTER I -_ A PPR OVA LiFDATE INSPECTOR'S SIGNATURE WATER HEATER GROUND WORK-SOIL ONLY GROUND WORK WITH WATER SOFTENERS WATER PIPE © GAS PIPE ❑ LAWN SPRINKLERS RES, 1�1 COMM. ❑ ROUGH PLUMBING TRAILER HOOK-UPS GAS PIPING 70 GAS SYSTEM LPG ❑ "" -- NO,OF OUTLETS NAT- ❑ WATER HEATER _ AUTO. FIRE SPR.SYSTEM-VALUATION _ �"�-�"'---' SEPTIC TANK SEEPAGE PIT SEWER HOUSE SEWER (VALUATION) GAS TEST _ SEPTIC TANK SPRINKLER SYSTEM SEEPAGE PIT IS> FINAL - _ !f LEACHING FIELD I UTILFTYCO,NOTIFIED PERMIT ISSUANCE __ - BUILDING PERMIT NO. TOTAL. FEE S �� � REC D BY OWNER PLAN _ CHECKED BY: APPROVAL DATE TO 1"j 9777 EID 5 APPLICATION FOm BUILDING PERMIT CITY OF 1 APPLICANT TO FILL IN AREA WITHIN HEAVY LINES ONLY. TUSTIN BUILDING h''" DESCRIPTION OF WORK AODR ES5 '7 � ?�• • /C y� - r NE AD❑ LI AL-IF-RF REPAIR ALJ DEMOLISH O OWNER t �Q(,iJ� ]fY4 .'►sL f' SIZE NO. OF NO.OF SQ. FT. STORIES FAMILIES MAILING � Y" 22 " 22 '^pyo USE OF 7 C7 Z° ADDRESS �`I PHONE STF?UCTU F CITY r /v F w,l 'f�f G.'�_� �i/fft ARCHITEGE. C CT L- A LUT E3 LOIC TRACT OR ENGINEER L�:7CRIF'TION (PLEASE ATTACH METES AND SOUN05) ADDRESS I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION AND STATE THAT THE IN NATION I HAVE PROVIDED IS CORRECT p� LI / /y72` AND AGREE TO COMP TH ALL CITY ORDINANCES AND STATE CONTRACTOR. O(�� /�C/ LI CENS Exit' LAWS REGULATING B DI CONST ION. I CERTIFY THAT PO -rHVA5rOVE VALID CITY LICENSE OR / __ // �}. I AM THE LEGAL T.H SIDENTIAL PROPERTY HEREIN ADDRESS ` N �,ceiC=�f 'S/ � '� DESCRIBE➢, 51 GNA71J O CITY LICENSE IV /.?-I FERN. ZONING REGULATIONS �� J�i�' /C:� .•t© ADDRESS CHECKED BY ------DATE-- DATE CLEARED _ P C_ PI,OT PLAN FULLY DIMENSIONED? YESNO._...-.._-___ i FEE s ALL BUILDINGS SHOWN ON PLAN (PER APPLICANTI7_ _-._..._...._._____ VALUATION $ �� SEE $ J MAIN V`iE ACG. USE.___ZONE _.. .._. DIST, M._ OCCUPANCY TYPE .ROUP OP CONSTRUCTION TION BUILDING SITE FRONTAGE? YES.--_-__ NO -"- ----""-' INSPECTION RECORD RUILDING HEIGHT' SIORIES AND FEET APPROVALS DATE INSPECTOR SIGNATURE REQUIPED LANG AREA' YES_ NO FOUNDATION_ LOCATION VARIANCE REQUIREDP__._..___APPROVED NO FORMS AND MATERIALS. STREET WIDTH CORNER LOT _INT LOT__-._ REINFORCED MASONRY OR CONCRETE BUILCIING SETBACK CIL ST. PROPERTY LINE -- -- ---�-"" -"" SIDE YARD, RIGHT EAVE PROJECTION_, DONE)BEAM SIDE YARD. LE FTEAVE PROJECTION UNDERPINNING REAR YARD 4TO PILI WIDTH OF ALLEY - SEPARATION OETWEEN BUILDINGS ROOF SHEATHING CHIMNEY IN REQUIRED SIDE YARD PROJECTS-____ ROOFING PORCH IN REQUIRED YARD PROJECTS STAIRS IN REOuIRED YARD PROJECTS_- ----. FRAMING PARI,ING AREA REQUIRED CAPACI7Y, CARS_ LATH OR DRYWALL REMARKS `,L ,� -7 -7-3 INTERIOR �/- LATH EXTERIOR FOR OFFICE USE ONLY BROWN COAT RECEIVED BY PLAN CHECKED BY FINAL PLAN CHECK RECEIPT 1. ROU7E IMMEDIATELY 2 OFFICE 3 ASSESSOR 4. OWNER'S COPY NO TO INSPECTOR WORK COPY OF PERMIT ^ BLDG. P R REG.iF APPROVED ❑ATE TOT4L FEE LlJ 8E) I 5947 APPLICATION FOR ELECTRICAL PERMIT CITY OF APPLICANT TO FILL IN AR' WITHIN HEAVY LINES ONLY. TUSTI N BUILDING q �� ADDRESS u ��/r�. I= TRACT LOT NO TOWNOR SCHOOL DIST.-7 ,V3� �[._ yy ` -- CONTRACTOR lqel C'L4L Vr NEAREST CROSS STREET " -;- OWNER :%' i.,.�, _ �. 'n•,-1="� ADDRESS -( `- r.'��[_.. PROPOSED PRESENT _` r� ) USE USE CITY P� ND.P4 !_4_ RESIDENTIAL +SINGLE OR FEES MULTI-FAMILY-NEW) STATE EXPIRATION AREA IN SQUARE FEET LICENSE NO. ► LATE GARAGES NEW (RESIDENTIAL DATF READY FOR FIRST INSPECTION OR MULTI-FAMILY USE, I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION AREA I_N S_4UARE FEET _ ._ AND STATE THAT THE INFORMATION PROVIDED 1S CORRECT AND COOKING APPLIANCES- NO. OF AGREE TO COMPLY WITH ALL CITY ORDINANCES AND STATE LAWS WATTAGE EACH REGULATING ELECTRICAL ZTSIDENTIAL _._..__.. ....-- .- I CERTIFY THAT I POVE VALID CITY LTCENSE, HEATING APPLIANCES- NO. OF OR I AM THE LEGAL O PROPERTY HERE- WATTAGE EACH T IN DESCRIBED. HOME APPLIANCES - NAME EACH SIGNATUREG OF .---------....-. PERM ITTE FIXTURES-NO OF METERS LIGHT OWER AC REG VOLT PHASE AND OUTLETS- NO. OF SERVICES SIGNS & HP GAS TUBE LIGHTING INSPECTION RECORD POLES +PERMANENT+ CONSTRUCTION TEMPORARY UNDER GROUND) - �'--"--` GENERATORS- NO. OF - ------- KW. EACH TRANSFORMERS-NO. OF KW. EACH MOTORS-NO. OF LIST UNDER MISCELLANEOUS MISCELLANEOUS AND AND LIST OF MOTORS _ APPROVALS DATE Nsr_ SicN.ai u�+E_ NUMBER OF SERVICES CONDU17 1 1 F IJNITS TO BE SEPARATELY - METERED- LIST AS NUMBER OF SERVICES UNDERGROUND PERMIT ISSUANCE WIRING — '�"-' G�:! FIXTURES TOTAL FEE f POWER III In z FINAL ......_.. _ __ T. _. X REC. -- � - BLDG. PT.NO. BY uvury NOT�TILo - 6D6 5527 APPLICATV-4 FOR BUILDING PERMIT r -- APPLICAN_T_. . _..,`,SLI !LL IN SHADED AREAONLY E USE INDFI IfiIF PF^JCI L BALL POINT PEN OR OTHER NON- �� ERASABLE SUBSTANCE ---.—._-_T -- CITY OF TUSTI N I`I1W . III MIS SHADED AREA RECEIVED Y DATE RECEIVED No- 6013 Cat ILY � Ft I Ct�M L;E"ELYzz l#fiTTfJC A.P NO. DATE ISSUED Ass �tiR' E£R BUILDING jf r ' Z " . D 'ilAt,3tstC4::: - TRACT L BLOCK --- iac�a�ss NEW ADD ALTER ;I,AIR MOVING DEMOLISH NO —.— _A", CT�+(t TEL: f rGfr t ETf NO: AL1t3R855 TE . . �- COMPACT TEL. � VALUE ADttES5 CITY �,y USE ZONE ZONING & CONDITIONS CtTt STATE STREET IMPROVEMENTS uc.r itC.tit. R�PTIot t F VIWO K - APPROVED _ GROUP _ TYPE CONST FIRE ZONE fX[V040 BOG: INSPECTION RECORD SIZE tom.OF � O>": SQ iT STpR1ES FAMILIES ASD q�TpR REPAIR .Demotlsf1 , t hereby acktr twladgM tftat,f hate reapd this applicotian and stofe that the above informetailrt #Gt7rteC1 TYnd:try�gt8!fa tpmp y with at!lows repute ring building. canynitttan,.c:nt1 l atf emfstay ayy person ;n,,.olpl;an of the workrrian's. APPROVAL DATE INSPECTOR compensotiontows,ofOwSt".0fCalsf.arnio• FOUNDATION AND LOCATION 1 her81}Y 6Ett iy that 1 apt;farapetfy fi¢ensed as o contractor Winder the State of -f'-- Cal##vrnia.Busrf 3 rrttd Ptcf rons:Cadr.Div+liars.3,Chogter17, and that such.. REINFORCING l etieg arR i?furl at a xt efi'e6f t,sir t dtm e�emlpt.from the prdvisians 61 the UNDER PINNING T stOtt if Cgl,far s o Bty�tt,es5 rent{1},aFt�SsiasrS Code.Mviocin 3,Chapter 4. OR UNDER SLAB ROOF SHEETING ROUGH FRAMING 51E"sNArtURE — - CI}=A ANOT DRY WALL PLAN CHECKED BY APP QVED AFF 111 - A __ -------- LATH PLAN CHECK REC NO VALUATION �p FEF S PLASTER BROWN CT. ---- BL G PER0--b�] FINAL APPLICATION FOR ELECTRICAL PERMIT CITY OF APPLICANT TO FILL IN AAE' WITHIN HEAVY LINES ONLY. TUSTIN BUILDING ADDRE55 t T�G�1�-s t �..- � �RAGT LOT NO. TOWN OR SCHOOL DIST. �4`✓ I CONTRACTOR NEAREST CROSS STREET �I OWNER �/. - ��+TC: rc; „L- ADDRESS PROPOSED PRESENT USE USE CITY • L ��4.5`��rr '-� RESIDENTIAL IISINGLE OR FEES MULTI-FAMILY- NEW ISTATE �f �y /FX PI RATI ON AREA IN SQUARE FEET LICENSE NO. �! t'.� +w` -ATF_ GARAGES NEW "RESIDENTIAL DATE READY FOR FIRST INSPECTION OR MULTIFAMILYUSEI I HEREBY ACKNOWLEDGE THAT I HAVE R AD THIS APPLICATION AREA IN SQUARE FEET _ _ AND STATE THAT THE INFORMATION PROVIDED IS CORRECT AND COOKING APPLIANCES- NO. OF W. AGREE TO COMPLY WITHAL ITV ORDINANCES AND STATE LAWS WATTAGE EACH REGULATING ELECTRICAL I G. I CERTIFY THAT I SS S THE ABOVE VALID CITY LICENSE, HEATING APPLIANCES - NO. OF OR I AM THE LEGAL NE OF THE SIDENTIAL PROPERTY HERE- WATTAGE EACH "-` IN DESCRIBED, HOME APPLIANCES - NAME EACH SIGNATURE pF PERMITT FIXTURES- NO. OF METERS LIGHT OWER AC& RFG VOLT PHASE AND —_....,., OUTLETS - NO. OF SERVICES SIGNS & HP GAS TUBE LIGHTING - INSPECTION RECORD POLES IPERMANENT) �CONSTRUCTION TEMPORARY UNDER GROUND- GENERATORS- NO. OF KW. EACH TRANSFORMERS -NO. OF KW. EACH MOTORS-NO. OF LIST UNDER MISCELLANEOUS —"- MISCELLANEOUS AND LIST OF MOTORS -- "�- "�'-" ""�"�"-"'� NUMBER OF SERVICES APPROVALS DATE IN9F, CONDUIT tIF IJN[TS TO BE SEPARATELY METERED- LIST AS NUMBER OF SERVICES UNDERGROUND W I RING - ------...... PERMIT ISSUANCE_ ----- FIXTURES TOTAL FEE POWER FINAL REC. _�_.�_..... --_.- ©LDC. PT. NO. tBY UI Iz.ITY NOTIFIED 1 APPROVAL = DAT � E � � TOTAL FE_ � �r HD6 5598 APPLICATION F,-)R BUILDING PERMIT Ci1Y OF 1 APPLICANT TO FILL IN AREA WITHIN HEAVY LINES ONLY. TUSTIN DESCRIPTION OF WORK BUILDINADDRESS 1 8p2 Irvine vd r� , ADDRESS Lel L� DEMOLISH Li NastNEW ADD ALTER REPAIR OWNER Broadmoor Square t SIZE ` ry ,{, NO. OF NO.OF '1 5C FT, 66 Sq. Ft. STORIES FAMILIES MAILIN_ADDRESS l�7A02 Irvine Blvd. PHONE 115E OF ' ' ADDRESS 1 r0 � STF2l1C:Tl1RE Install D/F pole sign_, 5ar10 CITY Tustin California & wall n=bera, 21=8l ARCHITECT LEGAL LOTBLOCT( DZ TRACT OR ENGINEER Arthur L. L'L Z. *� Bergey, SC'RIPTIUN .J ADDRESS 174 . Navilla Pl., Gavial&qy�p (PLEASE ATTACH METES AND BOuiiDs) 1 HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION p L r� AND STATE THAT THE INFORMATION I HAVE PROVIDED IS CORRECT CONTRACTOR Rich Sign Co. LICENSE #1772 LAWSAND AREGULATGREE 01 GBUI COMPLY NGTCON H AL CT pN RDINANGES AN❑ STATE }��7T 7� 1 I CERTIFY THAT 0 ESS H ABOVE VALID CITY LICENSE OR ADDRESS 1 ly0• Gaffey St., San I'edx'Q I AM THE LEGAL N OF RESIDENTIAL PROPERTY HEREIN ❑ESCRISED., SIGNATu RE CITY LICENSE V PERMITTE ZONING REGULATION$ 4 Oaf St San Pedro ADOREss 114 .1 N NO. • CHECKED BY ._... DATE_-_.. __-____.___- DATE CLEARED- _-- P.0 $ PLOT PLAN FULLY DIMENSIONED YES.._,.. .....__._.. NO,_,___.�.___._, FEE B PT AI.L BUILDINGS SHOWN ON PLAN (PER APPLICANT''_ VALUATION $ 900 FEE MAIN usE ACC. USE_ ZONE—_�_ —.DIST. M._. OCCUPANCY TYPE .ROUP OF CONSTRUCTION REQUIRED BUILDING SITE FRONTAGE' YES._—._ NO----- --------------'------- BUILDING HEIGHT' S70RIE$ AND FEET INSPECTION RECORD APPROVALS DATE INSPECTOR SIGNATURE REQUIRED LAND AREA'S YES_— NO ---- FOUNDATION; LOCATION VARIANCE REQUIRED' APPROVEO ___.NO FORMS AND MATERIALS. STREET WIDTH__ CORNER LOT _....____INT LOT_ REINFORCED MASONRY OR CONCRETE 9UILD.NG SETBACK CIL ST PROPERTY LINE SIDE YARD, RIGHT EAVE PROJECTION ' BOND BEAM SIDE YARD. LEFT EAVE PROJECTION_ UNDERPINNING HEAR YARD (TO PIL, WIDTH OF ALLEY — 5EPARATION BETWEEN BUILDINGS ROOF SHEATHING CHIMNEY IN REQUIRED SIDE YARD PROJECTS .__..� ROOFING PORCH IN REQUIRED YARD PROJECTS STAIRS IN REQUIRED YARD PROJECTS FRAMING PARKING AREA REQUIRE❑ CAPAC+TY. CARS LATH OR DRYWALL RHMARKs -7 0 - 7 -3 INTERIOR �(��11 O C LATH `,((�L EXTERIOR -- PLASTER ��--._ FOR OFFICE USE ONLY BROWN COAT RECEIVED U PLAN CHECKED R FINAL PLAN CHECK RECEIPT I I. ROUTE IMMEDIATELY 2 OFFICE 3 ASSESSOR a. OWNER'S COPY NO TO INSPECTOR WORK COPY OF PERMIT BLDG, PER RLC.it APPROVE❑ -------W -T��- IQA� ��7DTAFEE Q BD t 5635 APPLICATION FOR ELECTRICAL PERMIT CITY OF APPLICANT TO FILL IN Al- WITHIN HEAVY LINES ONLY. TUSTIN BUILDING ADDRESS +.. d�.��" 4,-�"hJ TRACT -..1- LOT NO. TOWN OR SCHOOL DIST. ;F'7 ,� v CONTRACTOR ��-(' "- �.1✓ NEAREST GROSS STREET �f+0 G- OWNER f�c ,� ,� �' r.,l �L- ADDRESS PROPOSED PRESS -� / /h/ (// TEL. USE ��J�-+.., USE _ CITY NO RESIDENTIAL !SINGLE OR FEES STATE /k� /'� EXPIRATION MULTI-FAMILY- NEWJ LICENSE NO. [ -7DATE AREA IN SQUARE FEET GARAGES NEW !RESIDENTIAL DATE READY FOR FIRST INSPECTION OR MULTIFAMILYUSE) I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION AREA IN SQUARE FEET _— ANO STATE THATTHE INFO ATION PROVIDED IS CORRECT AND COOKING APPLIANCES-NO. OF AGREE TO COMPLY WITH CITY ORDINANCES AND STATE LAWS WATTAGE EACH REGULATING ELECTMCA WI NG, — --- --- 1 CERTIFY THAT O ESS THE ABOVE VALID CITY LICENSE, HEATING APPLIANCES- NO. OF OR I AM THE LEGA ER OF THE REST ENTIAL PROPERTY HERE- WATTAGE EACH IN DESCRIBED„ HOME APPLIANCES - NAME EACH S1GNA7U OF -----.----.— PERM IT FIXTURES. NO. OF METERS LIGHT POW AC& REG VOLT PHASE AN D OUTLETS - NO. OF SERVICES SIGNS & HP GAS TUBE LIGHTING INSPECTION RECORD POLES PERMANENT) CONSTRUCTION TEMPORARY UNDER GROUND! -----`--- GENERATORS- NOOF ---- KW EACH TRANSFORMERS- NO. OF KW. EACH MOTORS- NO. OF LIST UNDER MISCELLANEOUS MISCELLANEOUS AND LIST OF MOTORS - APPROVALS DATE INSF. SIcNAIUHL NUMBER OF SERVICES ...___ CONDUIT i IF UNITS TO BE SEPARATELY -- -------------------- METERED LIST AS NUMBER OF SERVICES UNDERGROUND W..—. _..__.- ._ .-..._._ PERMIT ISSUANCE WIRING --.-.--- - FIXTURES TOTAL FEE POWER --- FINAL -}/.-...`. . _ RSC. - __NAL - fF F L-LG. PT. NO. BY UlILi TY NOTIFIED AP RO V AL DA TO L PEV �1 3D 5353 APPLICATION FOP ''l-UMBING PERMIT CITY OF APPLICANT TO FILL IN ARE. THIN HEAVY LINES ONLY. TUSTIN BUILDING 7�� ) � ADDRESS /_ CE1 I }'1 f+ �J f1 TRACT LOT NO TOWN OR AREA -� CONTRACTOR NEAREST r1 - CROSS STREETV, ADDRESS TEL OWNER CITY _ -Tn�i" NO. PROPOSED PRESENT STATE LICENSE EXPIRATION USE USE _ NUMB_ER -_ � DATE -- PERMIT FEES _ NO. TYPE OF FIXTURE OR ITEM FEE DATE READY FOR FIRST INSPECTION WATER CLOSET (TOI L.ETI $ I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION -- --- ----- AND STATE THAT THE INFORMATION I HAVE PROVIDED IS CORRECT BATH TUB AND AGREE TO COMPLY WITH ALL CITY ORDINANCLS AND STATE -.-..-.- ..-._........_--. LAWS REGULATING PLUMBING. SHOWER STALL I CERTIFY THAT I POSSESS THE ABOVE VALID CITY LICENSE AND PRESENT HEREWITH MY STATE LICENSE REGISTRATION CARD AS PROOF THEREOF OR 1 AM THE OWNER OF THE RESIDENTIAL LAVATORY (WASH BASIN i PROPERTY DESCRIBED HEREIN. KITCHEN SINK—GARBAGE DISPo5AL LAUNDRY TRAY OR AUTO. WASH. MACH_ SIGNATURE OF PERMITTEE INSPECTION RECORD DISHWASHER —' SERVICE SINK - - FLOOR SINK FLOOR DRAIN FSANDTRAPS INKING FOUNTAIN INAL IMMING POOL FILTER APPROVALS DATE INSP EcrOR,s SIGNATURE ATER HEATER GROUND WORK-SOIL ONLY GROUND WORK WITH WATER SOFTENERS WATER PIPE ❑ GAS PIPE ❑ LAWN SPRINKLERS RES. ❑ COMM. [I ROUGH PLUMBING TRAILER HOOK-UPS GAS PIPING TO GAS SYSTEM LPG ❑W --"- - __ NO.OF OUTLETS NAT_ [] WATER HEATER _ AUTO. FIRE SPR.SYSTEM-VALUATION ---- SEPTIC TANK 7) _ _ SEEPAGE PIT SEWER HOUSE SEWER (VALUATION) GAS TEST SEPTIC TAN_ K _ SPRINKLER SYSTEM SEEPAGE PIT ISI - - LEACHING FfELD T FINAL PERMIT ISSUANCE UTILITY CO-NOTIFIED BUILDING PERMIT NO. TOTAL FEE S ? RECD 19 OWNER PLAN F CHECKED BY'. APPFOVAL DATE TOTA FEI; 9632 Ian 5 APPLICATION , OR BUILDING PERMh CITY OF APPLICANT TO FILL IN AREA WITHIN HEAVY LINES ONLY. TUSTIN f ykr(y 9 DESCRIPTION OF WORK ADD,,E55 / V O �(✓ R✓C (�{/�, r NEW ADD ❑ ALTER❑ REPAIR LJ DEMOLISH OWNER tif�,.t , •rf / SC^:C. �-� - SIZE a[ NO. OF NO.OF SQ. FT. "r STORIES FAMILIES MAILING S USE OF ADOR E55 GidI�./ �",' 1„L�PHONE STRUCTURE �AZ��� � [!f-�'+�C.� �, ,��-✓ CITY •� � ++ ARCHITECT LEGA)_ LOT BLOCK TRACT OR ENGINEER DESCRIPTION {PLEASE ATTACH METES AND BOUNDS) ADDRESS_ I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION y AND STATE THAT THE INFORMATION I HAVE PROVIDED IS CORRECT '� ( STATE / AND AGREE TO COMPLY WITH ALL CITY ORDINANCES AND STATE CONTRACTOR `j£,I`r �� C� LICENSE 71 jw•" LAWS REGULATING BUILDIN ONSTRUCT ON. I CERTIFY THAT I P S THE VALID CITY LICENSE OR ADDRESS g// ,A�. ('s�F�ec�y- t ;�-¢:J ,'} ,�,- I AM THE LEGAL OW F HE 5 ENTIAL PROPERTY HEREIN DESCRIBED., SIGNATURE CITY LICENSE # PERMITTE -- ZONING REGULATIONS 0'0 YW Roofless CHECKED BY ..... DATE_____________.____. DATE CLEARED__--- _- P C FEE PLOT PLAN FULLY DIMENSIONED? YES_-.. _. NO-_-__-_-. �. B.PT. a 4LL BUILDINGS SHOWN ON PLAN )PER APPLICANT) VALUATION FEE MAIN USE ACC'- USE ZONE---DIST. M.. OCCUPANCY TYPE .ROUP OF CONSTRUCTION REQUIRED BUILDING SITE FRONTAGE? YES NO — -----"" RUILDING HFIGHTt S70RIE5 AND FEET INSPECTION RECORD APPROVAL$ DATE INSPECTOR SIGNATURE RE.OUIPEO LANE) AREA, YES- NO FOUNDATION. LOCATION VARIANCE REOuIHE01— APPROVEO_-__,__._.__No _ FORMS AND MATERIALS. 51 R E E T WIDTH�,.�. CORNER LOT _INT LOT_— REINFORCED MASONRY OR CONCRETE BUILDING SETBACK CIL ST. PROPERTY LINE -' SIDE YARD, RIGHT EAVE PROJECTION BOND BEAM SIDE YARD, LEFT EAVE PROJECTION_ UNDERPINNING HEAR YARD (TO PIL, WIDTH OF ALLEY -- 5EPARATION BETWEEN BUILDINGS ROOF SHEATHING CHIMNEY IN REQUIRED SIDE YARD PROJECTS ROOFING PORCH IN REQUIRED YARD PROJECTS—_..� STAIRS IN REQUIRED YARD PROJECTS FRAMING PARKING AREA REOU1� PACIT Y, 7CRS LATH OR DRYWALL Rk MARKS 7L) ` 'VVOO//ss� ►►"_FF / _ 73 INTERIOR_ LATH EXTERIOR - — - ----- PLASTER FOR OFFICE USE ONLY BROWN COAT RF.cEIYED BY — PLAN CHECKED BY FINAL PLAN CHECK RECEI�IROuTEMMEDIATELY2. OFFICE 3 ASSE5SCR 4 OWNER'S COPY NO ECTOR WORK COPY OF PERMIT BLDG. PER REG._# APPROVED OAT TOT A FEE o(J BD 1 5726 APPLICATION FOR ELECTRICAL PERMIT CITY OF APPLICANT TO FILL IN P"rA WITHIN HEAVY LINES ONLY. TUSTI N BUILDING ��ii _AA ADDRESS / 7pw .lr►Gfi�/ f a Ll�, TRACT LOT NO, /� TOWN OR SCHOOL DIST.'�� - CONTRACTOR ( ✓- NEAREST CROSS STREET .L� �' / OWNER Pt-),.l f 11� �� ._...� ' ADDRESS f ���A-)e .44 PROPOSED �.� uR EN7 CITY --� c:✓,��v USE O_ RESIDENTIAL [SINGLE OR FEES STATE EXI}1RATION MULTI-FAMILY- NEW) LICENSE NO. �'Z/ ❑ATE AREA IN SQUARE FEET GARAGES NEW (RESIDENTIAL DATE READY FOR FIRST INSPECTION OR MULTI-FAMILY USES- I HEREBY ACKNOWLEDGE THAT T HAVE READ THIS APPLICATfON AREA IN SQUARE FEET _ AND STATE THAT THE INFORMATION PROVIDED IS CORRECT AND COOKING APPLIANCES-NO. OF AGREE TO COMPLY WITH ALL CETY ORDINANCES AND STATE LAWS WATTAGE EACH ------ REGULATING ELECTRICAL WIRING. ----------- -----,- - I CERTIFY THA7I PO SSSS THE ABOVE VALID CITY LICENSE, HEATING APPLIANCES -NO OF OR I AM THE LEGAL O ROF THE RES ENTIAL PROPERTY HERE- WATTAGE EACH IN 6ESCRIBED, HOME APPLIANCES NAME EACH SIGNATURE off .._ - ------ — PE R M I TT FIX"T"URES-NO. OF METERS LIGHT P ER AC RF'G VOLT PHASE AND OUTLETS-NO OF SERVICES SIGNS & HP GAS TUBE LIGHTING '7 INSPECTION RECORD POLES APER MANENT) ICON STRUCTION-�[.{ TEMPORARY UNDER GROUND) / -- GENERATORS- NO. OF KW. EACH TRANSFORMERS - NO. OF KW. EACH MOTORS- NO. OF LIST UNDER MISCELLANEOUS MISCELLANEOUS AND LIST OF MOTORS NUMBER OF SERVICES APPROVALS DATE INSF. SIG NAruFie CONDUIT (IF UNITS TO BE SEPARATELY ..._ _...._,_... _. _ METERED- LIST AS NUMBER OF SERVICES> UNDERGROUND WIRING PERM17 ISSUANCE FIXTURES TOTAL- FEE POWER FINAL REC - BLDG, PT, NO. 6Y uTl€.ITv NOT'FIED ,APP� �rAL P ±7 r/c%ate+ I BD 6 5381 APPLICATION FOR ELECTRICAL PERMIT CITY OF APPLICANT TO FILL IN ARE" WITHIN HEAVY LINES ONLY. TUSTIN BUILDING ADDRESS/r� y J 7yo TRACT �-- LOT NO� TOWN OR SCHOOL DIST. 7/ —.- . CONTRACTOR L pr ,�� 1. IN CROSS STREET -j 'fy . OWNER '7 ADDRESS "y PROPOSED PRESENT TEL �`� USE USE I�E u/ _ CITY RESIDENTIAL �SINGLE OR FEES MULTI-FAMILY'-NLW j STATE EXPIRATION AREA IN SQUARE FEET LICENSE NO.f 7J715� 2' -- DATE GARAGES NEW cRESIDENTIAL DATE READY FOR FIRST INSPECTION OR MULTI FAMILY USE AREA IN SQUARE FEET I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION - - AND STATE THAT THE INFORMATION PROVIDED IS CORRECT AND COOKING APPLIANCES- NO. OF AGREE TO COMPLY WITH ALL CITY ORDINANCES AND STATE LAWS WATTAGE EACH REGULATING ELECTRICAL WIRING. I CERTIFY THAT I POSSESS THE ABOVE VALID CITY LICENSE, HEATING APPLIANCLS- NO. OF OR I AM THE LEGAL OWNER OF THE RESIDENTIAL PROPERTY HERE- WATTAGE EACH IN DESCRIBED, HOME APPLIANCES - NAME EACH SIGNATOR of t PERM]TTEF � J _ ..fie.•-{_`. �.,- _.__..-. FIXTURES- NO. OF METERS LIGHTPOWER AC& RFG VOLT PHASE OUTLETS-NO. OF �( f5r} SERVICES SIGNS & HP GAS TUBE LIGHTING VVv INSPECTION RECORD POLES (PERMANENT( (CONSTRUCTION TEMPORARY UNDER GROUNDt ~ - GENERATORS- NO. OF KW. EACH TRANSFORMERS- NO OF �� �•. - KW. EACH MOTORS- NO. OF LIST UNDER MISCELLANEOUS ----- MISCELLANEOUSAND LIST OF MOTORS [ Ll ' 14 }� � NUMBER OF SERVICES r / APPROVALS _ DATE (NSP. sic Nai uvt E_ CONDUIT ,IF IJNITS TO BE SEPARATELY METERED. LIST AS NUMBER OF SERVICES UNDERGROUND PERMIT ISSUANCE - WIRING ---- FIXTURES TOTAL FEF7 - POWER FINALREC �� BLDG. PT. NO. BY UTILITY NDTrFILD APPROVAL DA TOTAL FEE BD6 5349 APPLICATION FOR ELECTRICAL PERMIT CITY OF APPLICANT TO FILL IN AR' WITHIN HEAVY LINES ONLY. TUSTIN BUILDING ADDRESS '{ J �/ �(- `�A t TRACT _LOT NO. TOWN OR SCHOOL DIST. NEAREST CROSS STREET CONTRACTOR ISM ��L+r /�/'7 c4"' OWNER ADDRESS / 7 7 PROPOSEPRESENT IY�� ` NOL.&3-� USE 6 4 USE CITY RESIDENTIAL !SINGLE OR FEES STATE EXPIRATION MULTI-FAMILY - NEW! AREA IN SQUARE FEET LICENSE NO. � D E GARAGES NEW � RESIDENTIAL7 DATE READY FOR FIRST INSPECTION f 6R MULTIFAMILY USE, AREA IN SQUARE FEET I HEREBY ACKNOWLEDGE THAT 1 HAVE READ THIS APPLICATION AND STATE THAT THE INFORMATION PROVIDED 15 CORRECT AND COOKING APPLIANCES NO. OF AGREE TO COMPLY WITH ALL CITY ORDINANCES AND STATE LAWS WATTAGE EACH REGULATING ELECTRICAL WIRING, I CERTIFY THAT I POSSESS THE ABOVE VALID CITY LICENSE, HEATING APPLIANCES - NO. OF OR IAM THE LEGAL OWNER OF THE RESIDENT} PROPERTY HERE- WATTAGE EACH 4N DESCRIBED, - HOME APPLIANCES - NAME EACH SIGNATURE OF PERMITTEE __,_ FIXTURES-NO- OF METERS LIGHT POWER AC REG VOLT PHASE ANo OUTLETS-NO. OF SERVICES SIGNS & HP GAS TU13E LIGHTING INSPECTION RECORD POLES !PERMANENT) !CONSTRUCTION - _ TEMPORARY UNDER GROUND! GENERATORS- NO. OF ---- KW_ EACH TRANSFORMERS- NO. OF - KW- EACH MOTORS- NO. OF LIST UNDER MISCELLANEOUS MISCELLANEOUS AND LIST OF MOTORS '-'— NUMBER OF SERVICES T APPROVALS DATE W IN.r SIGNATURL CONDUIT I IF UNITS TO BE SEPARATELY METERED- LIST AS NUMBER OF SERVICES, UNDERGROUND PERMIT ISSUANCE WIRING 71 , - -- FIXTURES TOTAL FEE POWER FINAL / EC. OLDG.,PT:NO. / ,- 7Al-ly UTIE_ITY NOTIFIED APPROVAL DATE TOTAL 17EE /! V� DD6 5307 APPLICATION FOR HEATING, VENTILATING AND REFRIGERATION PERMIT CITY OF {� APPLICANT TO FILL IN Q % WITHIN HEAVY LINES ONLY. TUSTIN �J ❑ _ NE" ADDITION ALTERATION OLD 6 ry TYPE pF 1 DRESSINC .. sl L/I ;, `- i/ INSTALLATION rte'' W CROSS STREETS Ot (CHECK ONEl NATURAL I.P G OIL DISTRICT -, � (�'I,(r, KIND OF FUEL TRACT LOT NO, BLDG. USE NO, TYPE OF APPLIANCE AND MANUFACTURER AND BTU FEE F,A.0--TO 100,000 BTU S..00 EA. OWNER } � :/� �, �Z'� LL. I"�:? 4 � _ 4y, 6 F.A.U.—OVER 100,000 BTU ss.oa EA. } CONTRACTOR S V`fl�.��i� ( lfll.l '�� ,! I EVAPORATIVE COOLER ts.00 EA. MAIL l y��l` APPLIANCE VENT OR TYPE "A" CHIMNEY ADDRESS I` TEL. �IZY- L y CONDITIONED AIR REGISTERS ao EA, CITY J—L. j� _ NO, S• C FAN OR PLENUM INOT A PART OF A FURNACE OR AIR CONDETIONER) 53-0o EA_ Y EXPIRATION J VENT FAN LICENSE NO. y ❑ATE r (CONNECTED TO A SINGLE DUCT) SZ.oo Ea. VENTILATION SYSTEM (CONNECTED TO MORE THAN ONE OUTLE'1d NET) ta.00 EA. DATE READY FOR FIRST INSPECTION I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLI- HOOD (SERVED BY A MECHANICAL EXHAUST( CATION AND STATE THAT THE INFORMATION THAT I HAVE INCIDENTAL GAS PIPING PROVIDED IS CORRECT AND AGREE TO COMPLY WITH ALL CITY (PER SYSTEM) I.—EA_ ORDINANCES AND STATE LAWS REGULATING HEATING, VENTI- LATING OH REFRIGERATING. ALTERATION OR REPLACEMENT OF HEATING. ya,00 EA. I CERTIFY THAT 1 POSSESS THE ABOVE VALID CITY LICENSE AIR CONDITIONING OR REFRIGERATION SYSTEMS AND I PRE„^ NT MY REGI RATION CARD AS PROOF HEREWITH APPLIANCES OR EQUIPMENT OR I AIN7--"THE LEGAL O ER OF THE RESIDE NT('A PROPERTY (NOT CLASSIFIED AS HEATING EQUIPMENT) s3.oo EA.3xc DE SC ED HVREI N REFRIGERATION SYSTEMS-NEW[I ALTERED 0 REPLACE❑ XrL —rtiC Up TO 20HP $s oEA.-Z0TO3 P.$5 OOEA.-OVERSOH.P.S40 ODEA. S3GNATfJRE OF PERMITTEE MET R. TYPE OF REFRIG- LB9, REMARKS WALL HEATER & VENT S..00 A. A/C UNITS ISSUANCE OF PERM3T Sz.00 TOTALFEESf� INSPECTION RECORD APPROVALS DATE INSPECTOR'S NAME A FINAL RECEIVED BY: DATE BUILDING PERMIT NUMBER RCPT. e APPROVAL PATE TOT' F� 3292 Bb a e/66 2M APPLICATION FUR BUILDING PERMIT CITY OF APPLICANT TO FILL IN AREA WITHIN HEAVY LINES ONLY. TUSTIN BUILDING � � y © 2 --3 � �J / r DESCRIPTION OF WORK r ADDRESS rJ O� C� / l� NEW 1.1 ADD ��..,� ALYFR❑ REPAIR �_� DEMOLISH L_i SIZE NO. OF NO.OF SCJ FT. STORIES FAMILIES MAILING ADDRESS Fp / /� PHONE SS(.(�� J$E OF S�RUCTU RF CITY ARCHITECT LF_GAL49FL6T BLOCK TRACY OR ENGINEER [�L SCRfPTIpN (PLEASE ATTACH METES AND BCUNDS) ADDRESS_ _ I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION „7.T AND STATE THAT THE INFORMATION 1 HAVE PROV IDEA IS CORRECT STATE 0�4' AND AGREE TO COMPLY WITH ALL CITY ORDINANCES AND STATE CONTRACTOR l/r_ � ��^�� LICENSE tt LAWS REGULATING BUILDING CONSTRUCTION. I CERTIFY THAT I POSSESS THE ABOVE VALID CITY LICENSE OR i •' 1 AM THE LEGAL OWNER OF THE RESIDENTIAL PROPERTY HEREIN ADDRESS / ,F-- CRIBEQ, SIGNATURE OF CITY LICENSE if PERMITr EE 4 1i \ ZONING REGULATIONS (:HF.CKFD By _. DATE_ . ....... DATE CLEAPE❑_.._......_...._.-.. P.C. FEE �c PLOT PLAN f LILLY DIMENSIONED? YES NO„_,__�-- --- " 13 PT Q fi ALL BUILDINGS SHOWN ON PLAN (PER APPLICANT)?-- VALUATION $ !' FEE �O �- MAIN USE ACC. USE- ZONE__ DIST. M.-- OCCUPANCY TYPE --� GROUP OF CONSTRUCTION RFOVIHED BUILDING SITE FRONTAGE? YES - NO -'""-"-- -'-' BUILDING HEIGHT? SIORI ES____-AND FEET INSPECTION RECORD APPROVALS DATE INSPECTOR SIGNATURE REQUIRED LAND AREA' YES- NO FOUNDATION. LOCATION VARIANCE REQUIRED? APPROVED----NO FORMS AND MATERIALS. STREET WIDTH._.- CORNER LOT INT. LOT_.. . REINFORCED MASONRY OR CONCRETE BUILDING SETBACK CIL ST. -.' PROPERTY LINE SIDE YARD. RIGHT---' EAVE PROJECTION BOND BEAM SIDE YARD- LEFTEAVE PROJECTION �..' UNDERPINNING REAR YARD ITO PILI WIDTH OF ALLEY------.- SEPARATION BETWEEN BUILDINGS ROOF SHEATHING CHIMNEY IN REQUIREO SIDE YARD PROJECTS ROOFING PORCH IN REQUIRED YARD PROJECTS STAIRS IN REQUIRED YARD PROJECTS FRAMING PARKING AREA REOUIRED CAPACITY, CARS.-.._ LATH OR DRYWALL REMARKS Cl ,+ �y INTERIOR LATH EXTERIOR ` ---,�•��'V PLASTER FOR OFFICE USE ONLY BROWN COAT RECEIVED BY ALAN CHECKED BY FINAL PLAN CHECK RECEIPT 1. ROUTE IMMEDIATELY 2 OFFICE '3 ASSESSOR 4. OWNER'S COPY NO TO INSPECTOR WORK COPY OF PERMIT l�(� ^/Jj �' BLD R R 1 )APPROVE❑ -.._.__ -- _-.___ �D• ' L `<T476 E C.y Cl BD 1 5541 APPLICATION FC,rR BUILDING PERMIT CITY OF APPLICANT TO FILL IN AREA WITHIN HEAVY LINES ONLY. TUSTI N BUILDING 17802 I ry i ne Blvd. fes/ DESCRIPTfION OF= WORK ADDRESS NEW 1111--�C_X ADD I l ALTER Ll REPAIR CJ DEMOLISH OWNER Broadmoor Square, limited to -- tf.+ NO. OF NO.OF 5:7. Err STORIES FAMILIES 935 MAILING • 4�+-400 USE OF ADDRESS 366 E . First,rst, PHON� S"IZUCTURE Commercial - offices & CITY Tustin, California _ retail ORCEN GEN EER Morris Loh rbach Fr Assoc . , Eoe CT ARIPTION LJT ULOCK TRACT _ ADDRESS 18121 Irvine Blvd . Tustin (PLEASE ATTACH METES AND 60UNO5] I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION 2„03625 AND STATE THAT THE INFORMATION I HAVE PROVIDED IS CORRECT p STATE AND AGREE TO COMPLY WITH ALL CITY ORDINANCES AND STATE CONTRACTORR. B . Smi th, Inc LICENSE _ LAWS REGULATING BUILDING CONSTRUCTION.. y' I CERTIFY THAT I POSSESS THE ABOVE VALID CITY LICENSE OR 1 7852 Irvine D 1 Vd . 1'�. st I n I AM THE LEGAL OWNER OF THE RESIDENTIAL PROPERTY HEREIN ADDRESS O [ D , DESCRIBED, C-5 19 SIGNATURE OF L =Y LICENSE # PERMITTEE ��V•// ,..1 ZONING REGULATIONS 1 2 ry 1 ne B lvd. I T ust i n -' ADDRESS r CSI El.FD DY ..._.._DATE..._. ---- --- DATE CLEARED_-_..-, E - P CE - � �yS�'� F PLOT `L-N FULLY D3MEN51ONEDt YES--- __. NO-_ -- --- -- 37 ooO • qL_L BlJILDINGS SHOWN ON PLAN (PER APPLICANT)"+ 8_ _ - VALUATION FEE MAIN USE_- ACC. USE-. ZONE DIST. M._ OCCUPANCY or TYPE GROUP CONSTRUCTION REQUIRED BUILDING 517E FRONTAGE7 YES NO INSPECTION RECORD BUILDING HEIGHT' SIORIES _ AND FEET-_, APpROV AL5 ATE INSPECTOR SIGNATURE REQUIRED LAND AREA, YES- NO -- - FOUNDATION_ LOCATION VARIANCE RFQDIRFUI APPROVED_.._---NO_, FORMS AND MATERIALS. t STREET WIDTH CORNER LOT___INT. LOT_ REINFORCED MASONR,YO CONCRETE BUft DING 5FTBACK CIL ST. PROPERTY LINE__ SIDE YARD, RIGHT----' TEAVE PROJECTION-' ND BEAM SIDE YARD, LEFT----* EAVE PROJECTION UNDERPINNING REAR YARD (TO P/Li WIDTH OF ALLEY-- SEPARATION BETWEFN BUILDINGS__ ROOF SHEATHING CHIMNEY IN REQUIRED SIDE YARD PROJECTS..__ ROOFING PORCH IN REQUIRED YARD PROJECTS- __. STAIRS IN REQUIRED YARD PROJECTS .. FRAMING PARKING AREA REQUIRED__ CAPACITY, CARS__ LATH OR DRYWALL INTERIOR RFMA-NS - ---- LATH EXTERIOR - - -' - PLASTER ` FOR OFFICE USE ONLY BROWN COAT" RECEIVED BY PLAN CHECKED BY FINAL S PLAN CHECK RECEIPT I. ROUTE IMMEDIATELY 2. OFFICE 3 ASSE5SOR 4. OWNER'S COPY Nn TO INSPECTOR WORK COPY OF PERMIT BL G ER E # APPROVEp GATE V41 BD , 6134 APPLICATION FOF t'LUMBING PERMIT CITY OF APPLICANT TOO FILL IN ARE.j�N7ITHIN HEAVY LINES ONLY. TUSTIN u BIUILD NG A DDRFISS -I ( ,�'-'" ��//[���_- I3�L � TRACT O(-a-r.Cil R L'JILP!NtS LOTNO- TOWN ��• �7 j OR AREA - J l�N CONTRA GTQR �nlfa H 1 F cq" M /At 6. �7"C . NEAREST - CROSSSTREET _ ADDRESS ��1 �,qYj C�R�sNG� o..JLlE'�i.r� T1 /II TEL./ OWNER iGWARD �. t, irm Wel t!to m t�IT CITY /Y�,IE i-1�'} _ _ N0.1a PROPOSED PRESS T STATE EXPIRATION / USE �t=ElC,C4 USE _ _ NUMBED ."�al..42 OAT E(, PERMIT FEES_ NO- TV PE OF FIXTURE OR ITEM FEE DATE READY FOR FIRST INSPECTION 10 WATER CLOSET (TOILET I S C, I HEREBY ACKNOWLEDGE THAT I HAVEREAD THIS APPLICATION -""-- --'----- ---- AND STATE THAT THE FNFORMATION I HAVE PROVIDE[) IS CORRECT BATH TUB AND AGREE TO COMPLY WITH ALL CITY ORDINANCES AND STATE LAWS REGULATING PLUMBING. SHOWER STALL I CERTIFY THAT I POSSESS THE ABOVE VALID CITY LICENSE p ----- --.-- --. _ AND PRESENT HEREWITH MY STATE LICENSE REGISTRATION CARD p LAVATORY (WASH BASIN) J^ Q AS PROOF THEREOF OR I AM THE OWNER OF THE EBIDENTIAL /r7f D PROPERTY DESC IBED(H�{7EIN KITCHEN SINK—GARBAGE DISPOSAL V /,�� /J�' ,� �� LAUNDRY TRAY OR AUTO. WASH. MACH- n(� ��QQSIGNATURE OF FERMITTEIV INSPECTION RECORD/,) - r SERVICE SINK [) --- - _ FLOOR SINK ...... w FLOOR DRAIN ,JC DRINKING FOUNTAIN Q!? URINAL SANDTRAPS SWIMMING POOL FILTER APPROVALS DATE INSPECTOR'S SIGNATURE WATER HEATER GROUND WORK-SOIL ONLY GROUND WORK WITH WATER SOFTENERS WATER PIPE ❑ GAS PIPE ❑ LAWN SPRINKLERS RES. © COMM. ❑ ROUGH PLUMBING / TRAILER HOOK-UPS _ _ GAS PIPING TO GAS SYSTEM LPG ❑ - __ NO.OF OUTLETSNAT g (s �- WATER HEATER AUTO. FIRE SPR,SYSTEM-VALUATION - SEPTIC TANK SEEPAGE PIT u OUSE SEWER (VALUATION) Wof-Y GAS TEST SEPTIC TANK _ _ SEEPAGEPITCSr SPRINKLER SYSTEM LEACHING FIELD FINAL PERMIT ISSUANCE ! UTI LlTY CO.NOTIFIED BUILDING PERMIT NO TOTAL FEE S RECO BY OWNER PLAN CHECKED BY. APP. VAL GATE TOTAL FEE;Z. - 2 7c) Bos 9408 ... ....... .__.. APPLICATION FG) < BUILDING PERMIT CITY OF 1 APPLICANT TO FILL IN AREA WITHIN HEAVY LINES ONLY. TUSTIN [DESCRIPTION OF WORK BUILDING AOD ESS D fI NEW ADD U ALTER L-I REPAIR I'L_J DEMOLISH {. OWNER k;QSIZE ^ I � NO. OF' NO.OF FT.2 STORIES FAMILIES MAILING 115E OF J ADDR ES$ PHO STf?11 C:T URE ffZlC,!dr CITY ARCHITECT LECAL LOT BLOCK TRACT OR ENGINEER GCSCRIPTIUN �l/j �' {PLEASE ATTACK METES AMD ROUNDS) ADDRIESS, M -� I- 1 HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION AND STATE THAT THE INFORMATION I HAVE PROVIDED IS CORRECT STATE a4J AND AGREE TO COMPLY WITH ALL CITY ORDINANCES AND STATE CONTRACTORtr, LEC ENSE J7G� LAWS REGULATING BUILDING CONSTRUCTION., I CERTIFY THAT I POSSESS THE ABOVE VALID CITY LICENSE OR I AM THE LEGAL OWNER OF THE ESID NTIAL PROPERTY HEREIN ADDRESS �� r .� DESCRIBED., y SIGNATURE O CITY LICENSE V PERMITTEE ZONING REGULATIONS ADDRE55 CHECKEE) By .- -DATE-- DATE G'-EARED______ PLOT ULAN FULLY DIMENSIONED' YES_ NO FEE // B.PT_ ALL BUILDINGS SHOWN ON PLAN ;PER APPLICANT]'-- -. VALUATION S / 2O0 -• FEE 12 MAIN USE ACC:- USE ZONE- DIST M. OCCUPANCY TYPE CO REQUIRED BUILDING SITE FRONTAGE? YES--- NO ROUP OF INSTRUCTION - INSPECTION RECORD BUILDING HEIGHT' 51 DRIESAND FEET_ APPROVALS DATE INSPECTOR SIGNATURE RLOUIHED LAND AREA/ YES_ NO FOUNDATION_ LOCATION VARIANCE REQUJ REDS APPROVED---NO FORMS AND MATERIALS. 57RFET WIDTH _w� CORNER LOT _.,_„_-INT LOT REINFORCEL) MASONRY OR CONCRETE BUILDING 5ETHACK CIL ST. —' PROPERTY LNE ' --" -' SIDE YARD. RICHT EAVE PROJECTION ' BOND BEAM SIDE YARD, LEFT EAVE PROJECTION_ UNDERPINNING RFAR YARD fTO P/LI WIDTH OF ALLEY - SEPARATION BETWEEN BUILDINGS _ ROOFSHEATHING CHIMNEY IN REQUIRED SIDE YARD PROJECTS_-_- ROOFING PORCH IN REQUIRED YARD PROJECTS_.r.-__...-_ _ '----"'-- STAIRS IN REQUIRED YARD PROJECTS FRAMING PARKING AREA REQUIRED CAPACITY, CARS.._ LATH OR DRYWALL ' PFMARKS by�7 70 73 �`X,7�jl���,/`C`� �()/e INTERIOR /1//`Q/[�rl�- I IT` LATH �C.�T'rL/P /2-z2,7Q �•I�IC EX7ERfOR.�,�T^- FOR OFFICE USE ONLY _ PLASTER BROWN COAT RFCEIVtO BYPLAN CHECKED BY FINAL PLAN CHECK RECEIPT I. ROUTE IMMEDIATELY 2. OFFICE 3 As SESSOR 4. OWNER'S COPY NO TO INSPECTOR WORK COPY OF PERMIT BLD . ER C. JAPPRIIVED _ V Y -'�" DATA T17 I G `j —. —__ �/? / 1 HD 1 5488 APPLICATION FOR GRADING PERMIT CITY OF APPLICANT TO COMPLETE NUP REQ ITEMS ONLY TUSTIN 1. LEGAL LOT RACT BLK. F Parcel #2 RS 65-5 2, Dp ' APPROVED S. D. M. Y/X]/�JJ� Irvine Boulevard, 'Tustin 3.BETWEEN CROSS STREETS A. P. POR. Prospect Avenue AND Holt Avenue 4.PURPOSE PRESENT ZONE TYPE Office Building RES. COM. IND. y.OWNER PHONE Broodmour S uare West a limited partnership 544-4230 REMARKS 6.OWNER'S ADDRESS PA. ZONE 17852 Irvine Boulevard, Tustin 92680 7.PLAN$13Y CIVIL ENG. STATE LICENSE PHONE Williamson & Schmid 10181 547-3986 8.CONTOURS BY LSC'D.SURVEYOR OR CIVIL ENG. STATE LICENSE PHONE Richard R. Schmid CE 12271 547-3986 9.FOUNDATION ENGINEER GEOLOGIST STATE LICENSE PHONE Morris & Lohrbach, Architects C RR-8R 5839 544-057 IO.CONTRACTOR STATE LICENSE PHONE Richard B. Smith Inc. 203625 544-4230 11,CONTRACTOR'S ADDRESS P.O. ZONE 17852 Irvine Boulevard, Tustin, Calif. 92680 DATE BY 12.PROPOSED USE OF GRADE SITE Office Buildin and Parking areas and Drives 1$.NUMBER CUBIC YARDS NATUCUT 608 cu yds FRAL FPR ROW CUTTOTILL AND FILL 925 None 1533 cu yds 14.TYPE OF NATURAL SOIL TY PE OF FILL MATERIAL I HEREBY ACKNOWLEDGE THAT 1 HAVE REACT THIS APPLI- Clayey Sand Same CATION AND STATE THAT THE INFORMATION I HAVE PRO- VIDED IS CORRECT AND AGREE TO COMPLY WITH ALL CITY 15. COMPACTED FILLS YESII NO ❑ ORDINANCES AND STATE LAWS REGULATING BUILDING CON- STRUCTION, I CERTIFY THAT I POSSESS THE ABOVE VALID CITY LI- CENSE OR I AM THE LEGAL OWNS OF THE RESIDENTIAL APPROVED SOIL Robert Stone & Associates, Inc. PROPERTY HERE}N DESCRIBC3. TESTING AGENCY I _ f- 51GNATIJRE: 16. PROPOSED SCHEDULE OF OPERATIONS (DATES) pERM1YT-E /� __JA-TH O RI ZED ICHAi6 B ITH INC. START 2115/70 FINl5H 12/22/70 AGENT FOR MAXIMUM SLOPE DOCUMENTS TO ACCOMPANY APPLICATION CUT FS LL SOIL REPORT VICINITY MAP PLOT PLAN YARDAGE APPROVED GEOLOGICAL REPORT CONTOUR MAP COMPACTION REPORT TYPICAL CROSS SECTION APPLICATION CHECKED RETAINING PLANS OF RETAINING WALLS ELEVATIONS ORIGINAL WALL REQUIRED YES I NO. BOND DRAINAGE CHANNELS PLANS CHECKED AND FACILITIES PLANNED ELEVATIONS CORRECTIONS VERIFIED FIiE WITH POSTED GRADES AND SLOPES _ C7 CASH SPEC. FOR DUST CONTROL PLANS APPROVED CONT_ fNSP, OTHERS © SURETY P.C. S THIS FORM WHEN PROPERLY VALIDATED IS FEE APPLICATION APPROVED INSPECTOR A PERMIT TO DO THE WORK DESCRIBED. Oar B.PT. FEE $ TOTAI_ 3APP OVAL FEE // / DAVE , Cr TAL 4/.�J`!f� �f` 821 6� (AM-A QEI►E OMENt•—S[NGLE OWMSPOP) ClTY OP TUSTIN 135 W. Third S+. , Tustin, California � APPLICATION To be cormpWodl by owner or agent and submitted in quin- tuplicate WWrequired fees and plans—see reverse side Applicant, —._ hereby requests the following connections) to City's sewerage facilities: Location Lot Nos. SIMe Type (See reverse side for instructions) - - ,� � To 2. To 3. To Tract No Total to Estimated date of occupancy If commercial or industrial property, total acreage served The waste to be discharged to City's sewerage facilities, if other than purely domestic sewage will have the following general characteristics as to estimated quantities, time of peak discharge and principal source or sources: In making this application, applicant acknowledges that any permit issued will constitute a contract, if accepted by applicant, and may enforced by civil action at law and/or iniunctio.. Date: SIGNATURE SCION=. W PSRMIT For C4mmetion +o city Sewerage Facflltias and for urge of Domostic Sewage Only Permission to construct connection(s) to the sewerage facilities of the City is hereby granted to applicant 'providing such connection] is made in accordance with plans and specifications hereby approved, and attached hero+o; further providing ihat request for inspection must be given to the Tustin City Mall (544-7820) at least 24 hours pt*ior to the command" of any construction work. This permit also gives the applicant permission to discharge only purely domestic sewage through the 4on- nsction(s) hersina6ve authorized into the sewerage system of the City. The discharge of arty industrial or commer- cial waste is not authorized without a further and separate permit from the City. Receipt ofroetui '%es and charges as specified by Orange County Sanitation District No. 7, Ordinance No. 705 is hereby Date• CITY 141MOMf PahlA: t •, "1611 1 00416fl1w i,10 W3HUaH ftW(fEwt I7 Do colt C.TTY.-CF TUSTIN MH UErim a Community Development Department—BuildiF*ffitok HZfLM� HO300 Centennial Way,Tustin CA 9278 M 4T HIAL.1 HE 60 Building Counter(714)573-3131—Inspection Recorder(714)573-3141 BUILDING PERMIT NUMBER: C08-0362 ADDRESS:17842 IRVINE BL TUST SUITE ASSESSOR'S PARCEL NUMBER: 401441-57 SUITE NUMBER...: LOT NUMBER................................: TRACT NUMBER.: DEVELOPMENT AREA................: TUSTIN ISSUED BY............. DATE ISSUED.......: 09/05/2008 PROPERTY OWNER......................: TUSTIN BUSINESS CENTER LTD PA 4525-MAC AR MACARTHUR BL TUSTIN CA 92780-3312 CONTRACTOR ARCHITECT Jos DESCRIPTION: 800 SF Dential office TI;storage space under stairway for compressor and bring existing facility bathrooms up to code. O.C.F.A.Number.........: OCCUPANT LOAD: 0 OCCUPANCY GROUP: CONSTRUCTION TYPE.: RESIDENTIAL SQ.FT: 0 COMMERCIAL SQ FT: 0 INDUSTRIAL SQ FT: 0 GARAGE SQ Fr: 0 OFFICE SQ Fr: 0 WAREHOUSE SQ Fr: 0 ROOF SQ FT: 0 TENANT IMPR.SQ FT: 0 OTHER SQ.FP: 0 NUMBER OF UNITS: 1 NUMBER OF STORES: 0 UBC EDITION:1997 NUMBER OF SEATS: 0 VALUATION...: $0.00 BUILDER VALUATION:$2,000.00 FEE SUNfMARY PLAN CHECK $38.95 BUILDING PERMIT: $90.64 PLN INSP.: $11.13 MECH PERMIT: $0.00 PLUMBING PERMIT: $73.84 ELEC PERMIT: $33.90 SIGN PERMIT: $0.00 GRADING PERMIT: $0.00 PRIVATE IMPR: $0.00 NEW DEV.TAX: $0.00 TSIP ZONE A FEE: $0.00 TS IP ZONE B FEE: $0.00 SMIP FEE: $0.50 MICROFILM FEE: $0.00 OCFA FEE: $0.00 PENALTY FEE.: $0.00 REFUNDABLE BOND: $0.00 MISCELLANEOUS: $40.00 PLN REVIEW: $7.79 TOTAL FEES: $341.80 LICENSED CONTRACTOR DECLARATION: I hereby affirm that I am a licensed Contractor under the provisions of chapter 9(commencing with Section 7000)of Division 3 of the Business&Professions Code,and my license is in full force and effect. LICENSE NUMBER: LICENSE CLASS: Expires DA'L'E: OWNER BUILDER DECLARATION: I hereby affirm that I am exempt from the Contractor's License Law for the following reason(Section 7031.5,Business Professions Code:Any City or county which requires a permit to construct,alter,improve,demolish,or repair any structure,prior to its issuance,also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors License law[Chapter 9(commencing with Section 7000)of Division 3 of the Business&Professions code]or that he or she is exempt therefrom and the basis for the alleged exemption.Any violation of Section 703 1.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars($500.00). I as owner of the property,or my employees with wages as their sole compensation,will do the work and the structure is not intended or offered for sale(Section 7044, Business&Professions Code:the Contractor's License Law does not apply to an owner of property who builds or improves thereon,and who does such work himself or herself or through his or her own employees,provided that such improvements are not intended or offered for sale.If,however,the building or improvement is sold within one year of completion,the owner-builder will have the burden of proving that he or she did not build or improve for purposes of sale). I,as owner of the property,am exclusively contracting with licensed contractors to construct the project(Section 7044,Business&Professions Code:The Contractor's License Law does not apply t0 an Owner of property who builds or improves thereon,and who contracts for such projects with a contractor(s)license pursuant to the Contractor's License Law). I am exempt under Section Business&Professions Code for the following reason(s): Owner Signature: Date: WORKERS'COMPENSATION DECLARATION: I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self-insure for Workers Compensation,as provided for by Section 3700 of the Labor Code,for the performance of the work for which this permit is issued. I have and will maintain Workers Compensation insurance,as required by Section 3700 of the Labor Code,for the performance of the work for which this permit is issued.My Worker's Compensation insurance carrier and Policy Number are: POLICY NUMBER: COMPANY: (This section need not be completed if the permit is for one hundred dollars($100)or less). I certify that in the performance of the work for which this permit is issued,I shall not employ any person in any manner so as to become subject to the Workers Compensation laws of California,an#I a t if 1 should become subject to the Worker's Compensation provisions of Section 3700 of the Labor Code,L shall forthwith comply with those provisions. �` G Signature Date: WARNING:Failure to secure Wor 's CoQensation coverage is unlawful,and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000)in addition to the cost of compensation,damages as provided for in Section(3700)of the labor Code,interest and attorney fees. IMPORTANT: Application is hereby made to the Building Official for a permit subject to the conditions and restrictions set forth on this application.Each person upon whose behalf this application is made and each person at whose request and for whose benefit work is performed under or pursuant to any permit issues as a result of this application agrees to,and shall,indemnify and hold harmless the City of Tustin,its officers,agents and employees in accordance with the provisions of Chapter 2 of the Uniform Administrative Code.I agree not to occupy or allow occupancy of any building authorized by this permit until final inspection has been received.I certify that I have read this application and state that the above information is correct.I agree to comply with all City and State laws relating to the building construction,and hereby authorize representative of the City to enter upon the above mentioned property for inspection purposes. 7 Signature of Owner.Contractor,or Authorized Agent A Q2 Dat / S d "*'BUILDING PERMITS ARE SUBJECT TO EXPIRA N IF-WORK IS NOT COMMENCED WITHIN 180 DAYS AFTER DATE OF ISSUANCE OR IF WORK IS SUSPENDED FOR 180 DAYS*** i PO THIS SIDE OUT AT J&P SITE Comity Development Departrr}ent—Bu ng Division INSPECTION RECORD s Schedule inspection one work day in advance. To schedule inspections please Fax 7141573-3129 or Call 714/573-3141 Provide the following information: (1)Permit number,(2)Job address,(3)Type of inspection,(4)Dayldate you need the inspection. JOB ADDRESS: PERMIT NUMBER: **BUILDING PERMITS ARE SUBJECT TO EXPIRATION IF WORK IS NOT COMMENCED WITHIN 180 DAYS AFTER DATE OF ISSUANCE OR IF WORK IS SUSPENDED FOR 180 DAYS" BUILDING INSPECTIONS COMMENTS FIXTURE COUNTS INSP DATE UNDERGROUND GAS PIPE UNDERGROUND SOIL PIPE UNDERGROUND ELECTRIC UNDERGROUND WATER BLDG SEWER $ETBACKS/CERTS FOOTINGIREINFORCF MENTS SLAB WATER SERVICE MASONRY WALL FOOTINGS MASONRY PRE-GROUT FLOOR SHEATHING ROOFING NAILING EXTERIOR SHEAR WALLS INTERIOR SHEAR WALLS ROUGH PLUMBING ROUGH MECHANICAL ROUGH ELECTRICAL ROUGH FRAMING 0CFA FIRE SPRINKLER- ROUGH/HYDRO INSULATION DRYWALL GAS TEST EXTERIOR LATH SCRATCH COAT T-BAR CEILING WASTE DIVERSION REPORT TO PUBLIC WORKS SUB LIST GAS METER RELEASE ELECTRIC METER RELEASE OCFA FIRE SPRINKLER FINAL OCFA ALARM/MONITORING FINAL YESINO? OCFA PROJECT FINAL PUBLIC WORKS FINAL PLANNING FINAL PLUMBING FINAL MECHANICAL FINAL ELECTRICAL FINAL BUILDING FINAL&OCCUPANCY APPROVED POOL&SPA INSP DATE EXCAVAT I O NS/S ET BACKS MAIN DRAIN REINFORCING STEEUBONDING UNDERGROUND PLUMBING UNDERGROUND GAS TEST UNDERGROUND ELECTRICAL GUNITE REPORT PRE-DECK PRE-PLASTER/FENCE BARRIER POOL FINAL GRADING INSP DATE PRE GRADE EROSION CONTROL SUB QRAINS/SURFACE DRAINS ROUGH GRADE FINAL(CERTIFIED) PRECISE GRADE FINAL(CERTIFIED) BACKFILL AND COMPACTION FINAL GRADING(BUILDING DIVISION) ` All other OCFA inspections are recorded on the OCFA Inspection Record Card. DESCRIPTION OF WORK: Effective January 1,2005, Section 17951(d)of the Health and Safety Code is amended to read:If the local enforcement agency fails to conduct an inspection of permitted work for which permit fees have been charged pursuant to this section within 60 days of receiving notice of the completion of the permitted work, the permittee shall be entitled to reimbursement of the permit fees. „,,„ "1611 1 00416fl1w i,10 W3HUaH ftW(fEwt I7 Do colt C.TTY.-CF TUSTIN MH UErim a Community Development Department—BuildiF*ffitok HZfLM� HO300 Centennial Way,Tustin CA 9278 M 4T HIAL.1 HE 60 Building Counter(714)573-3131—Inspection Recorder(714)573-3141 BUILDING PERMIT NUMBER: C08-0362 ADDRESS:17842 IRVINE BL TUST SUITE ASSESSOR'S PARCEL NUMBER: 401441-57 SUITE NUMBER...: LOT NUMBER................................: TRACT NUMBER.: DEVELOPMENT AREA................: TUSTIN ISSUED BY............. DATE ISSUED.......: 09/05/2008 PROPERTY OWNER......................: TUSTIN BUSINESS CENTER LTD PA 4525-MAC AR MACARTHUR BL TUSTIN CA 92780-3312 CONTRACTOR ARCHITECT Jos DESCRIPTION: 800 SF Dential office TI;storage space under stairway for compressor and bring existing facility bathrooms up to code. O.C.F.A.Number.........: OCCUPANT LOAD: 0 OCCUPANCY GROUP: CONSTRUCTION TYPE.: RESIDENTIAL SQ.FT: 0 COMMERCIAL SQ FT: 0 INDUSTRIAL SQ FT: 0 GARAGE SQ Fr: 0 OFFICE SQ Fr: 0 WAREHOUSE SQ Fr: 0 ROOF SQ FT: 0 TENANT IMPR.SQ FT: 0 OTHER SQ.FP: 0 NUMBER OF UNITS: 1 NUMBER OF STORES: 0 UBC EDITION:1997 NUMBER OF SEATS: 0 VALUATION...: $0.00 BUILDER VALUATION:$2,000.00 FEE SUNfMARY PLAN CHECK $38.95 BUILDING PERMIT: $90.64 PLN INSP.: $11.13 MECH PERMIT: $0.00 PLUMBING PERMIT: $73.84 ELEC PERMIT: $33.90 SIGN PERMIT: $0.00 GRADING PERMIT: $0.00 PRIVATE IMPR: $0.00 NEW DEV.TAX: $0.00 TSIP ZONE A FEE: $0.00 TS IP ZONE B FEE: $0.00 SMIP FEE: $0.50 MICROFILM FEE: $0.00 OCFA FEE: $0.00 PENALTY FEE.: $0.00 REFUNDABLE BOND: $0.00 MISCELLANEOUS: $40.00 PLN REVIEW: $7.79 TOTAL FEES: $341.80 LICENSED CONTRACTOR DECLARATION: I hereby affirm that I am a licensed Contractor under the provisions of chapter 9(commencing with Section 7000)of Division 3 of the Business&Professions Code,and my license is in full force and effect. LICENSE NUMBER: LICENSE CLASS: Expires DA'L'E: OWNER BUILDER DECLARATION: I hereby affirm that I am exempt from the Contractor's License Law for the following reason(Section 7031.5,Business Professions Code:Any City or county which requires a permit to construct,alter,improve,demolish,or repair any structure,prior to its issuance,also requires the applicant for such permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors License law[Chapter 9(commencing with Section 7000)of Division 3 of the Business&Professions code]or that he or she is exempt therefrom and the basis for the alleged exemption.Any violation of Section 703 1.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars($500.00). I as owner of the property,or my employees with wages as their sole compensation,will do the work and the structure is not intended or offered for sale(Section 7044, Business&Professions Code:the Contractor's License Law does not apply to an owner of property who builds or improves thereon,and who does such work himself or herself or through his or her own employees,provided that such improvements are not intended or offered for sale.If,however,the building or improvement is sold within one year of completion,the owner-builder will have the burden of proving that he or she did not build or improve for purposes of sale). I,as owner of the property,am exclusively contracting with licensed contractors to construct the project(Section 7044,Business&Professions Code:The Contractor's License Law does not apply t0 an Owner of property who builds or improves thereon,and who contracts for such projects with a contractor(s)license pursuant to the Contractor's License Law). I am exempt under Section Business&Professions Code for the following reason(s): Owner Signature: Date: WORKERS'COMPENSATION DECLARATION: I hereby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self-insure for Workers Compensation,as provided for by Section 3700 of the Labor Code,for the performance of the work for which this permit is issued. I have and will maintain Workers Compensation insurance,as required by Section 3700 of the Labor Code,for the performance of the work for which this permit is issued.My Worker's Compensation insurance carrier and Policy Number are: POLICY NUMBER: COMPANY: (This section need not be completed if the permit is for one hundred dollars($100)or less). I certify that in the performance of the work for which this permit is issued,I shall not employ any person in any manner so as to become subject to the Workers Compensation laws of California,an#I a t if 1 should become subject to the Worker's Compensation provisions of Section 3700 of the Labor Code,L shall forthwith comply with those provisions. �` G Signature Date: WARNING:Failure to secure Wor 's CoQensation coverage is unlawful,and shall subject an employer to criminal penalties and civil fines up to one hundred thousand dollars ($100,000)in addition to the cost of compensation,damages as provided for in Section(3700)of the labor Code,interest and attorney fees. IMPORTANT: Application is hereby made to the Building Official for a permit subject to the conditions and restrictions set forth on this application.Each person upon whose behalf this application is made and each person at whose request and for whose benefit work is performed under or pursuant to any permit issues as a result of this application agrees to,and shall,indemnify and hold harmless the City of Tustin,its officers,agents and employees in accordance with the provisions of Chapter 2 of the Uniform Administrative Code.I agree not to occupy or allow occupancy of any building authorized by this permit until final inspection has been received.I certify that I have read this application and state that the above information is correct.I agree to comply with all City and State laws relating to the building construction,and hereby authorize representative of the City to enter upon the above mentioned property for inspection purposes. 7 Signature of Owner.Contractor,or Authorized Agent A Q2 Dat / S d "*'BUILDING PERMITS ARE SUBJECT TO EXPIRA N IF-WORK IS NOT COMMENCED WITHIN 180 DAYS AFTER DATE OF ISSUANCE OR IF WORK IS SUSPENDED FOR 180 DAYS*** i PO THIS SIDE OUT AT J&P SITE Comity Development Departrr}ent—Bu ng Division INSPECTION RECORD s Schedule inspection one work day in advance. To schedule inspections please Fax 7141573-3129 or Call 714/573-3141 Provide the following information: (1)Permit number,(2)Job address,(3)Type of inspection,(4)Dayldate you need the inspection. JOB ADDRESS: PERMIT NUMBER: **BUILDING PERMITS ARE SUBJECT TO EXPIRATION IF WORK IS NOT COMMENCED WITHIN 180 DAYS AFTER DATE OF ISSUANCE OR IF WORK IS SUSPENDED FOR 180 DAYS" BUILDING INSPECTIONS COMMENTS FIXTURE COUNTS INSP DATE UNDERGROUND GAS PIPE UNDERGROUND SOIL PIPE UNDERGROUND ELECTRIC UNDERGROUND WATER BLDG SEWER $ETBACKS/CERTS FOOTINGIREINFORCF MENTS SLAB WATER SERVICE MASONRY WALL FOOTINGS MASONRY PRE-GROUT FLOOR SHEATHING ROOFING NAILING EXTERIOR SHEAR WALLS INTERIOR SHEAR WALLS ROUGH PLUMBING ROUGH MECHANICAL ROUGH ELECTRICAL ROUGH FRAMING 0CFA FIRE SPRINKLER- ROUGH/HYDRO INSULATION DRYWALL GAS TEST EXTERIOR LATH SCRATCH COAT T-BAR CEILING WASTE DIVERSION REPORT TO PUBLIC WORKS SUB LIST GAS METER RELEASE ELECTRIC METER RELEASE OCFA FIRE SPRINKLER FINAL OCFA ALARM/MONITORING FINAL YESINO? OCFA PROJECT FINAL PUBLIC WORKS FINAL PLANNING FINAL PLUMBING FINAL MECHANICAL FINAL ELECTRICAL FINAL BUILDING FINAL&OCCUPANCY APPROVED POOL&SPA INSP DATE EXCAVAT I O NS/S ET BACKS MAIN DRAIN REINFORCING STEEUBONDING UNDERGROUND PLUMBING UNDERGROUND GAS TEST UNDERGROUND ELECTRICAL GUNITE REPORT PRE-DECK PRE-PLASTER/FENCE BARRIER POOL FINAL GRADING INSP DATE PRE GRADE EROSION CONTROL SUB QRAINS/SURFACE DRAINS ROUGH GRADE FINAL(CERTIFIED) PRECISE GRADE FINAL(CERTIFIED) BACKFILL AND COMPACTION FINAL GRADING(BUILDING DIVISION) ` All other OCFA inspections are recorded on the OCFA Inspection Record Card. DESCRIPTION OF WORK: Effective January 1,2005, Section 17951(d)of the Health and Safety Code is amended to read:If the local enforcement agency fails to conduct an inspection of permitted work for which permit fees have been charged pursuant to this section within 60 days of receiving notice of the completion of the permitted work, the permittee shall be entitled to reimbursement of the permit fees. „,,„ MPI Well Status and Well Type Filter - w ; s :l:r�V. Q 342 Ir:: &aulevard.tustin Bigelow Park a Search — Orange Tree Ln Kirk Ave Norwood Park PI t�r Zoom t6 Fleldw n s .R.er l)r 0 x .w Warren Au e a Pay g �ri�odoraTir 2 � y East Tustin v r QTS Village Dr o :'r any r Measurement 'pr d LuceroWay ? �-va, M Layers Aman Bepeta Way �v .ch S { Wesfhury i.na _ 1�~a. Miller Dc Columbus 7 ,S Tustin Park LMian Way -Irvine'Blvd____ ti n v J ti, a � d U P E o5e �;.. Sb ♦ `$ea 01 _ .... ..... E_kst St -- ,r W 3st.St._._.._ .._.. 1.6 na d >n m E 2nd St a� 1' �rrd,r .$7 Tex r –I v Y w a Tustin `,mit Ohs q�� t 'U V O ca. Q fis 410, a11°r'3rd 5f +n. ,� -dE3rdSt 1 1� !� � oCa 9� .�p� .. W-Main S1 n c- E Main 6t b� a .orf R cis �v Q4 jr 5t 41 F i;fhsV a_ 7 �ii �''"o` .i �•ra, Piny Tire d� a Q ,.� a ry C� NrrtsQ���` .y�� P445h9r5d by t+j '_:: i�qm Sr �a� y Asn` ro f iseters 17842 Irvine Boulevard,tustin ca _,anyon R "Al".Park ENVIROSTOR OR, a Sites and Facilities 4 0P 141 Federal Superfund ■ ■ State Response Voluntary Cleanup Raising Can North Tustin 0 El School Cleanup ■ Evaluation Chicken Fingers School Investigation ❑ Orange county 0 Global Medical Center Military Evaluation t 12 El Tiered Permit EPEI El ? Corrective Action r,Y❑ LIE] S1 1 Field Points ❑ C,1) Fi'aL S1 ED 6 STATUS E3 All Statuies Tustin Tustin Ranch.Golf Club wi REET GRCHARD E]HILLS R Perr.Otw d:�i tot 40 Operating Sender One Cltnribing& Post-Closure Dispo isary ❑ �Sender City-Saflia nno a C7 Non-Operating 'ed DN-Y&r0 The mar�El Place LOWER PETERS bth&r Sites TTT CANYON FE-GIS Layers Ell 00 0 0 El MORTHWGOD 7AKEA701LSR SHARE THIS,MAPE Li El 0 rl ItEl Go. gle WC]F'd 11 'V, IPM Q Keyboard shartoLft VA kp data @20 7jWI MMIM114.1i WI INIM11111 PROJECT NAA!K gg2LF,�TYPE Agpkm 7-ELEVENS73RE NO.13799 ACTIVE VOLUNTARY CLEANUP 16791 MCFADDEN AVENUE ARA DEBURRING&TWEILFNG,INC.- NO FURTHER ACTION TIERED PERME7 1230 E.POMONA STREE=T ACE CLEANERS REFER,1249 LOCAL AGENLCY EVALUATION 2525 NORTH GRANDAVEN ac-nup Pt t-rwr_ lkll<—MIF-M14--Pnq fzWA1 1 1&_F1nr,1 TIV-P�n PP47&AIT 4d SS 4z PnhACUU& National Flood Hazard Layer FIRMette FFMA FLegend 117°49'34"W 33°45'8"N SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT Without Base Flood Elevation(BFE) Zone ,V,A99 SPECIAL FLOOD With BAFE or Depth zone AE,AO,AH,VE,AR 1'PCT'ANrWPAL ch HAZARD AREAS Regulatory Floodway C ���GJ OiSCHARGE CO NTAINE171N STRUCTURE 0.2%Annual Chance Flood Hazard,Areas of 1%annual chance flood with average depth less than one foot or with drainage areas of less than one square mile zonex Q G.�S Cd r�Y Future Conditions 1%Annual ��11 111 Chance Flood Hazard zonex 1 1 Q(j021.2 Area with Reduced Flood Risk due to OTHER AREAS OF Levee.See Notes.zonex FLOOD HAZARD Area with Flood Risk due to Leveezone D NO SCREEN Area of Minimal Flood Hazard mnex Q Effective LOMRs OTHER AREAS Area of Undetermined Flood Hazard zone D { GENERAL Channel,Culvert,or Storm Sewer STRUCTURES 1111111 Levee,Dike,or Floodwall N w �9 /� �' V Cross Sections with 1%Annual Chance Water Surface Elevation 0r2+PCT AfVNUAL CHANCEIFLO�Q h L4ZARQ a——— Coastal Transect • —su—Base Flood Elevation Line(BFE) CITE OF Tj TSTA Limit of Study 0�0� J r " Jurisdiction Boundary ----- Coastal Transect Baseline OTHER Profile Baseline FEATURES Hydrographic Feature F w "M + x.+ Digital Data Available �y ^N No Digital Data Available MAP PANELS Umappetl 1 h The pin displayed on the map is an approximate point selected by the user and does not represent 9 an authoritative property location. This map complies with FEMA's standards for the use of _ digital flood maps if it is not void as described below. – The basemap shown complies with FEMA's basemap accuracy standards ' The flood hazard information is derived directly from the ,- authoritative NFHL web services provided by FEMA.This map was exported on 9/24/2021 at 6:24 PM and does not reflect changes or amendments subsequent to this date and time.The NFHL and effective information may change or become superseded by new data overtime. This map image is void if the one or more of the following map elements do not appear:basemap imagery,flood zone labels, J. legend,scale bar,map creation date,community identifiers, FIRM panel number,and FIRM effective date.Map images for Feet 117°48'57"W 33°44'38"N Unmapped and unmodernized areas cannot be used for 0 250 500 1,000 1,500 2,000 1'6'000 regulatory purposes. Baseman:USGS National Map:Orthoimagery:Data refreshed October,2020 GeoTracker Home &Dv n Middles School Orange County..- 4Ves:bury Ln Playground Leon V. i 0 Q wl,ey DF Miflu th 4 ZI TJ Columbus Lifliaii Way — Courtesy Patrol Tustin Park Pacific Western B Specialists,Inc wv.-w yuicklegaltetx cork Diener Law TruCheck Health Irvine Blvd JA Blake in" -artce services Irvine Blvd Irvine BlvdIrvine Blvd erican Bone Yard cation Mortgage Funding Group Barr Hornes immigration Help Center CSC Phone Repair Tustin Citibal Prosp,ct Paew KahV8 nrangi vwood Ln Federal student Dep6rtrr�ent sko=e Loan Alliance Roelriga's c Sprouts Farmers Market v WebLtr,Christensen L'elruery ProspecC Park &Heinrichs,LLP Tustin Plaza Apartments Tustin Courtyard Lwvcd Park P; Tustin ma'I 9 q? e Shop Plibolf ake,wl DanulS 7akeuul'Deliv ry er Sut� �Anto€las Rai Care Center Ghase Bank YBig 1 Tires 7ak s t7eli,ery East First Tustin IF 10 Ba nl Tire sip19 Organic bail Bar Orange Roll&Sushi G1 Tustin Jewelry mart E•lst 51 Bank of America 1 5kenul,Deli,,ery E 1St St 19 Jewte ry store ■ a O Goodwill Financial Center I Air Motor Time Palace Jeweglerys, ® Nden& lCabe ry / Watch,Clock,Jewelr --- Linited States. laketrui C;elivery � Bout E?TuStirt Postal Service � Thrift store GI^� ? f-11 VO+.6 Ie ai '� A r,,.h.,..r#�I,wr.,.n, a,,,`.i�,r�•rn�• Fish SeMce and Wildlife National Wetlands Inventor wetlands � f a� 0 � a ' a e f � r i- e L e 1:4,660 0 0.0375 0.075 0.15 mi October 5,2021 This map is for general reference only.The US Fish and Wildlife Service is not responsible for the accuracy or currentness ofthe base data shown on this map.All wetlands related data should Wetlands Freshwater Emergent Wetland 0 Lake be used in accordance with the layer metadata found on the Wetlands Mapper web site. © Estuarine and Marine Deepwater ® Freshwater Forested/Shrub Wetland 0 Other Estuarine and Marine Wetland . Freshwater Pond 0 Riverine National Wetlands Inventory(NWI) This page was produced by the NWI mapper PHASE I ENVIRONMENTAL SITE ASSESSMENT QUESTIONNAIRE The following questionnaire is required by the ASTM Standard E 1527-13, which adheres to the All Appropriate Inquiries (AAI) Rule (United States Environmental Protection Agency) (40 CFR 312). As defined by ASTM, the User of the report is the `party seeking to use Practice E 1527 to complete an environmental site assessment of the property. A user may include, without limitation, a potential purchaser of property, a potential tenant of property, an owner of property, a lender, or a property manager. The user has specific obligations for completing a successful application of this practice. " 17802 and 17843 Irvine Boulevard Tustin, CA 92780 1. Environmental liens that are filed or recorded against the property (40 CFR 312.25) Did a search of recorded land title records (or judicial records) identify any environmental liens filed or recorded against the property under federal, tribal, state or local law? YES M✓ NO 2. Activity and use limitations (AULs) that are in place on the property or that have been filed or records against the property(40 CFR 312.26(a)(1)(v) and(vi)) Did a search of recorded land title records (or judicial records) identify any AULs, such as engineering controls, land use restrictions or institutional controls that are in place at the property and/or have been filed or recorded against the property under federal, tribal, state or local law? YES M✓ NO 3. Specialized knowledge or experience of the person seeping to qualify for the LLP (40 CFR 312.28) Do you have any specialized knowledge or experience related to the property or nearby properties? For example, are you involved in the same line of business as the current or former occupants of the property or an adjoining property so that you would have specialized knowledge of the chemicals and processes used by this type of business? YES M✓ NO Phase I ESA Questionnaire PARTNER Page 1 of 3 4. Relationship of the purchase price to the fair market value of the property if it were not contaminated (40 CFR 312.29) Does the purchase price being paid for this property reasonably reflect the fair market value of the property? If you conclude that there is a difference, have you considered whether the lower purchase price is because contamination is known or believed to be present at the property? YES © NO 5. Commonly known or reasonably ascertainable information about the Property(40 CFR 312.30) Are you aware of commonly known or reasonably ascertainable information about the property that would help the environmental professional to identify conditions indicative of releases or threatened releases? YES M NO a. Do you know the ast uses of the property? YES I v NO b. Do you know of specific chemicals that are present or once were present at the property? YES 571 NO c. Do you know of spills or other chemical releases that have taken place at the property? YES © NO d. Do you know of any environmental cleanups that have taken place at the property? YES IZI NO e. Do you have any prior knowledge that the property was developed as a gas station, dry cleaner, manufacturing/industrial facility in the past? YES 0✓ NO f. Are you aware of historical use of hazardous materials or petroleum products used or present on the property? YES © NO Phase I ESA Questionnaire PARTNER Page 2 of 3 g. Do you know if the property is currently or was formerly equipped with underground storage tanks (USTs) or septic tanks? YES © NO h. Do you know of any past, threatened or pending lawsuits or administrative proceedings concerning a release or threatened release of any hazardous substance or petroleum products involving the property by any owner or occupant of the property? YES ✓M NO 6. The degree of obviousness of the presence or likely presence of contamination at the property, and the ability to detect the contamination by appropriate investigation (40 CFR 312.31) Based on your knowledge and experience related to the property are there any obvious indicators that point to the presence or likely presence of releases at the property? YES M NO Signature of User/Person Interviewed: Name of User/Person Interviewed: Janet Tentler Title/Relationship to Property: Site Assessor Phone Number/Email: janet.tentler@gmail.com Date: 9/23/2021 Contact for additional information: Name: Janet Tentler Relationship to Property: Project Manager Phone Number/Email: 949-724-5923 esimard@intracorphomes.com Phase I ESA Questionnaire PARTNER Page 3 of 3 ENVIRONMENTAL SITE ASSESSMENT QUESTIONNAIRE Please complete to the best of your knowledge. For those questions that are not applicable, please respond with an "N/A". For those questions that are unknown,please respond with"unknown". 1. PROPERTY INFORMATION: Property Name: 117802 and 17842 Irvine Boulevard Property Address: 117802 and 17842 Irvine Boulevard City State CA Zip 92780 Tustin Assessor's Parcel Number 401-141-13 and 401-141-57 Property Owner&Contact Information: Tustin Business Center PI Properties Date Property Owner Purchased: 2008 Key Site Manager&Contact Information: Emilie Simard 949 724-5923 esimard(&intracorphomes.com 2. COMPLETED BY Signature _janetrenzYer Date 9/27/2021 Printed Name Relation to Subject Property Site Assessor Janet Tentler 3. PREVIOUS INVESTIGATIONS Have any previous environmental investigations been performed at the property, including Phase I ESAs, Phase II Subsurface Investigations, Remediation, Asbestos or Lead-Based Paint surveys? NA (If yes,please provide copies) 4. PROPERTY DESCRIPTION Property Size: 2.068 acres Number of Building(s): _Two Size of Building(s): 44,880 square-foot each Date of Construction: 1972 Property Type: (please circle) Multi-Family Hotel Mobile Home Park Retail/Commercial Industrial Office Other: Please provide Rent Roll if Applicable: Pending from Emilie Simard Historical Use of Property: 5. SURROUNDING PROPERTY USES Partner Pre-Survey Questionnaire PARTNER Page 1 of 2 1 . 1 CITY PARK 1 SINGLE-FAMILY RESIDENTIAL SINGLE-FAMILY RESIDENTIAL COMMERCIAL Are you aware of any potential environmental concerns associated with surrounding properties? YES X NO If yes,please describe: 6. UTILITIES& SERVICES Please provide the name of the utility or contractor providing the following: Electric Southern California Edison(SCE) Bio-hazardous Waste NA Gas Southern California Gas Company Elevator Maintenance NA Potable Water City of Tustin Water Department Used Grease NA Sanitary Sewer City of Tustin Water Department Hazardous Waste NA 7. ON SITE OPERATIONS Are 1 of any of the followingpast or present, on the property? Condition Re1 1 please describe 1. Stored Chemicals ❑ Yes x No 2. Underground Storage Tanks ❑ Yes x No 3. Aboveground Storage Tanks ❑ Yes x No 4. Spills or Releases ❑ Yes x No 5. Dump Areas/Landfills ❑ Yes x No 6. Waste Treatment Systems ❑ Yes x No 7. Clarifiers/Separators ❑ Yes x No 8. Vents/Odors ❑ Yes x No 9. Floor Drains/Sumps ❑ Yes x No 10. Stained Soil ❑ Yes x No 11. Electrical Transformers x Yes ❑ No Two SCE Transformers 12. Hydraulic Lifts/Elevators ❑ Yes ❑No 13. Dry Cleaning Operations ❑ Yes x No 14. Oil/Gas/Water/Monitoring Wells ❑ Yes x No 15. Environmental Permits ❑ Yes x No Partner Pre-Survey Questionnaire PARTNER Page 2 of 2 Site Summary: Parking Required: Parking Provided l Total Homes :44 Multi-family Housing 2 Garage Spaces/Unit =88 Spaces(2.1 AVAC.409. ' .. f 10-plex x4 :40 2 Covered Spaces/Unit 2x44 =88 Head-in Spaces = 2 Spaces 4-plex x 1 4 1 Guest Space for every 4 units 0.25 x 44=I I Parallel Spaces = 12 Spaces Total Parkin Required 99 02 2.31:1 Site Area :±2.07 Acres g q ( � J ~, Density :±21.2 Homes/Acre wYi - i k T 12'Proposed O U Building Setback IS'P posed • •• • •• • Building Setback I -- �' a •�'' D a `��' } r 26' } 26' Ilksk •• a •• Dog Park oobA�.e I� 7 prr ' ori®rel smle 1•=2U Bassenian Lagoni CONCEPTUAL SITE PLAN ARCHITECTURE-PIARx'' .TERIOES m mom, a�oa ,� 17802 IRVINE BOULEVARD 07.29.21 V T,Ctir,Carforala I N T R A C O R P """'®ss3osa 738"2 126 1 3,ld,g'he , Au ALTA Commitment for Title Insurance First American ISSUED BY Commitment First American Title Insurance Company File No: NCS-1078216-SA1 COMMITMENT FOR TITLE INSURANCE Issued By FIRST AMERICAN TITLE INSURANCE COMPA NY NOTICE IMPORTANT-READ CAREFULLY: THIS COMMITMENT IS AN OFFER TO ISSUE ONE OR MORE TITLE INSURANCE POLICIES. ALL CLAIMS OR REMEDIES SOUGHT AGAINST THE COMPANY INVOLVING THE CONTENT OF THIS COMMITMENT OR THE POLICY MUST BE BASED SOLELY IN CONTRACT. THIS COMMITMENT IS NOT AN ABSTRACT OF TITLE, REPORT OF THE CONDITION OF TITLE, LEGAL OPINION, OPINION OF TITLE, OR OTHER REPRESENTATION OF THE STATUS OF TITLE. THE PROCEDURES USED BY THE COMPANY TO DETERMINE INSURABILITY OF THE TITLE, INCLUDING ANY SEARCH AND EXAMINATION, ARE PROPRIETARY TO THE COMPANY, WERE PERFORMED SOLELY FOR THE BENEFIT OF THE COMPANY, AND CREATE NO EXTRACONTRACTUAL LIABILITY TO ANY PERSON, INCLUDING A PROPOSED INSURED. THE COMPANY'S OBLIGATION UNDER THIS COMMITMENT IS TO ISSUE A POLICY TO A PROPOSED INSURED IDENTIFIED IN SCHEDULE A IN ACCORDANCE WITH THE TERMS AND PROVISIONS OF THIS COMMITMENT. THE COMPANY HAS NO LIABILITY OR OBLIGATION INVOLVING THE CONTENT OF THIS COMMITMENT TO ANY OTHER PERSON. COMMITMENT TO ISSUE POLICY Subject to the Notice; Schedule B, Part I-Requirements; Schedule B, Part II-Exceptions; and the Commitment Conditions, FirstAmerican Title Insurance Company, a Nebraska Corporation (the "Company"), commits to issue the Policy according to the terms and provisions of this Commitment. This Commitment is effective as of the Commitment Date shown in Schedule A for each Policy described in Schedule A. only when the Company has entered in Schedule A both the specified dollar amount as the Proposed Policy Amount and the name of the Proposed Insured. If all of the Schedule B, Part I-Requirements have not been met within six months after the Commitment Date, this Commitment terminates and the Company's liability and obligation end. First American Title Insurance Company OenFds J,CArore,President Greg L smith.$4buemry If this jacket was created electronically,it constitutes an original document. This page is only a part of a 2016 AL TAO Commitment for Title Insurance issued by First American Title Insurance Company. This Commitment is not valid without the Notice;the Commitment to Issue Policy;the Commitment Conditions;Schedule A;Schedule B,Part I-Requirements;Schedule B,Part 11-Exceptions- Copyright 2006-2016 American Land Title Association.All rights reserved. The use of this Form(or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use.All other uses are prohibited. Reprinted under license from the American Land Title Association. F0003700(8-23-18) Page 1 of 12 ALTA Commitment for Title Insurance (8-1-16) California COMMITMENT CONDITIONS 1. DEFINITIONS (a) "Knowledge"or"Known": Actual or imputed knowledge, but not constructive notice imparted by the Public Records. (b) "Land": The land described in Schedule A and affixed improvements that by law constitute real property.The term"Land" does not include any property beyond the lines of the area described in Schedule A, nor any right, title, interest, estate, or easement in abutting streets, roads, avenues, alleys, lanes, ways, or waterways, but this does not modify or limit the extent that a right of access to and from the Land is to be insured by the Policy. (c) "Mortgage": A mortgage, deed of trust, or other security instrument, including one evidenced by electronic means authorized by law. (d) "Policy": Each contract of title insurance, in a form adopted by the American Land Title Association, issued or to be issued by the Company pursuant to this Commitment. (e) "Proposed Insured": Each person identified in Schedule A as the Proposed Insured of each Policy to be issued pursuant to this Commitment. (f) "Proposed Policy Amount": Each dollar amount specified in Schedule A as the Proposed Policy Amount of each Policy to be issued pursuant to this Commitment. (g) "Public Records": Records established under state statutes at the Commitment Date for the purpose of imparting constructive notice of matters relating to real property to purchasers for value and without Knowledge. (h) "Title": The estate or interest described in Schedule A. 2. If all of the Schedule B, Part I—Requirements have not been met within the time period specified in the Commitment to Issue Policy, this Commitment terminates and the Company's liability and obligation end. 3. The Company's liability and obligation is limited by and this Commitment is not valid without: (a) the Notice; (b) the Commitment to Issue Policy; (c) the Commitment Conditions; (d) Schedule A; (e) Schedule B, Part I—Requirements; and (f) Schedule B, Part II—Exceptions. 4. COMPANY'S RIGHT TO AMEND The Company may amend this Commitment at any time. If the Company amends this Commitment to add a defect, lien, encumbrance, adverse claim, or other matter recorded in the Public Records prior to the Commitment Date, any liability of the Company is limited by Commitment Condition 5. The Company shall not be liable for any other amendment to this Commitment. S. LIMITATIONS OF LIABILITY (a) The Company's liability under Commitment Condition 4 is limited to the Proposed Insured's actual expense incurred in the interval between the Company's delivery to the Proposed Insured of the Commitment and the delivery of the amended Commitment, resulting from the Proposed Insured's good faith reliance to: (i) comply with the Schedule B, Part I—Requirements; (ii) eliminate, with the Company's written consent, any Schedule B, Part II—Exceptions; or (iii) acquire the Title or create the Mortgage covered by this Commitment. (b) The Company shall not be liable under Commitment Condition 5(a) if the Proposed Insured requested the amendment or had Knowledge of the matter and did not notify the Company about it in writing. (c) The Company will only have liability under Commitment Condition 4 if the Proposed Insured would not have incurred the expense had the Commitment included the added matter when the Commitment was first delivered to the Proposed Insured. (d) The Company's liability shall not exceed the lesser of the Proposed Insured's actual expense incurred in good faith and described in Commitment Conditions 5(a)(i) through 5(a)(iii) or the Proposed Policy Amount. (e) The Company shall not be liable for the content of the Transaction Identification Data, if any. (f) In no event shall the Company be obligated to issue the Policy referred to in this Commitment unless all of the Schedule B, Part I—Requirements have been met to the satisfaction of the Company. (g) In any event, the Company's liability is limited by the terms and provisions of the Policy. This page is only a part of a 2016 AL TAO Commitment for Title Insurance issued by First American Title Insurance Company. This Commitment is not valid without the Notice;the Commitment to Issue Policy;the Commitment Conditions;Schedule A;Schedule B,Part I-Requirements;Schedule B,Part 11-Exceptions- Copyright 2006-2016 American Land Title Association.All rights reserved. The use of this Form(or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use.All other uses are prohibited. Reprinted under license from the American Land Title Association. F0003700(8-23-18) Page 2 of 12 ALTA Commitment for Title Insurance (8-1-16) California 6. LIABILITY OF THE COMPANY MUST BE BASED ON THIS COMMITMENT (a) Only a Proposed Insured identified in Schedule A, and no other person, may make a claim under this Commitment. (b) Any claim must be based in contract and must be restricted solely to the terms and provisions of this Commitment. (c) Until the Policy is issued, this Commitment, as last revised, is the exclusive and entire agreement between the parties with respect to the subject matter of this Commitment and supersedes all prior commitment negotiations, representations, and proposals of any kind, whether written or oral, express or implied, relating to the subject matter of this Commitment. (d) The deletion or modification of any Schedule B, Part II—Exception does not constitute an agreement or obligation to provide coverage beyond the terms and provisions of this Commitment or the Policy. (e) Any amendment or endorsement to this Commitment must be in writing and authenticated by a person authorized by the Company. (f) When the Policy is issued, all liability and obligation under this Commitment will end and the Company's only liability will be under the Policy. 7. IF THIS COMMITMENT HAS BEEN ISSUED BY AN ISSUING AGENT The issuing agent is the Company's agent only for the limited purpose of issuing title insurance commitments and policies. The issuing agent is not the Company's agent for the purpose of providing closing or settlement services. S. PRO-FORMA POLICY The Company may provide, at the request of a Proposed Insured, a pro-forma policy illustrating the coverage that the Company may provide. A pro-forma policy neither reflects the status of Title at the time that the pro-forma policy is delivered to a Proposed Insured, nor is it a commitment to insure. 9. ARBITRATION Arbitration provision intentionally removed. This page is only a part of a 2016 AL TAO Commitment for Title Insurance issued by First American Title Insurance Company. This Commitment is not valid without the Notice;the Commitment to Issue Policy;the Commitment Conditions;Schedule A;Schedule B,Part I-Requirements;Schedule B,Part 11-Exceptions- Copyright 2006-2016 American Land Title Association.All rights reserved. The use of this Form(or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use.All other uses are prohibited. Reprinted under license from the American Land Title Association. F0003700(8-23-18) Page 3 of 12 ALTA Commitment for Title Insurance (8-1-16) California Au ALTA Commitment for Title Insurance First American ISSUED BY •, Jt �rr� Schedule A First American Title Insurance Company File No: NCS-1078216-SA1 Transaction Identification Data for reference only Issuing Agent: First American Title Insurance Company National Issuing Office: 18500 Von Karman Ave, Suite 600, Commercial Services Irvine, CA 92612 Commitment No.: NCS-1078216-SA1 Issuing Office File No.: NCS-1078216-SA1 Property Address: 17802 and 17842 Irvine Boulevard, Tustin, CA Escrow Officer/Assistant: / 92780 Revision No.: Phone: / Email: / Title Officer/Assistant: Jeffery Paschal/Ryan Achterberg Phone: (949)885-2481/(949)885-2488 Email: JPaschal@firstam.com/rachterberg@firstam.com SCHEDULE A 1. Commitment Date: July 09, 2021 at 7:30 AM 2. Policy to be issued: (a) 0 2006 ALTA® Standard Owner Policy Proposed Insured: To Be Determined Proposed Policy Amount: $ To Be Determined (b) 0 2006 ALTA® Extended Loan Policy Proposed Insured: To Be Determined Proposed Policy Amount: $ To Be Determined (c) ❑ 2006 ALTA® Policy Proposed Insured: Proposed Policy Amount: $ 3. The estate or interest in the Land described or referred to in this Commitment is A Fee, as to Parcel A and an Easement, as to Parcel B 4. The Title is, at the Commitment Date, vested in: Tustin Business Center-PI Properties L.P., a California limited Partnership 5. The Land is described as follows: See Exhibit "A" attached hereto and made a part hereof This page is only a part of a 2016 AL TAO Commitment for Title Insurance issued by First American Title Insurance Company. This Commitment is not valid without the Notice;the Commitment to Issue Policy;the Commitment Conditions;Schedule A;Schedule B,Part I-Requirements;Schedule B,Part 11-Exceptions- Copyright 2006-2016 American Land Title Association.All rights reserved. The use of this Form(or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use.All other uses are prohibited. Reprinted under license from the American Land Title Association. F0003700(8-23-18) Page 4 of 12 ALTA Commitment for Title Insurance (8-1-16) California Av _ ALTA Commitment for Title Insurance '~ First American ISSUED BY Jt �rr� Schedule BI & BI First American Title Insurance Company File No: NCS-1078216-SA1 Commitment No.: NCS-1078216-SA1 SCHEDULE B, PART I Requirements All of the following Requirements must be met: A. The Proposed Insured must notify the Company in writing of the name of any party not referred to in this Commitment who will obtain an interest in the Land or who will make a loan on the Land. The Company may then make additional Requirements or Exceptions. B. Pay the agreed amount for the estate or interest to be insured. C. Pay the premiums, fees, and charges for the Policy to the Company. D. Documents satisfactory to the Company that convey the Title or create the Mortgage to be insured, or both, must be properly authorized, executed, delivered, and recorded in the Public Records. E. Releases(s) or Reconveyance(s) of Item(s): None F. Other: None G. You must give us the following information: a. Any off record leases, surveys, etc. b. Statement(s) of Identity, all parties. c. Other: None The following additional requirements, as indicated by "X", must be met: [X] H. Provide information regarding any off-record matters, which may include, but are not limited to: leases, recent works of improvement, or commitment statements in effect under the Environmental Responsibility Acceptance Act, Civil Code Section 850, et seq. The Company's Owner's Affidavit form (as provided by the company) must be completed and submitted prior to close in order to satisfy this requirement. This Commitment will then be subject to such further exceptions and/or requirements as may be deemed necessary. [] I. An ALTA/NSPS survey of recent date, which complies with the current minimum standard detail requirements for ALTA/NSPS land title surveys, must be submitted to the Company for review. This Commitment will then be subject to such further exceptions and/or requirements as may be deemed necessary. This page is only a part of a 2016 AL TAO Commitment for Title Insurance issued by First American Title Insurance Company. This Commitment is not valid without the Notice;the Commitment to Issue Policy;the Commitment Conditions;Schedule A;Schedule B,Part I-Requirements;Schedule B,Part 11-Exceptions- Copyright 2006-2016 American Land Title Association.All rights reserved. The use of this Form(or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use.All other uses are prohibited. Reprinted under license from the American Land Title Association. F0003700(8-23-18) Page 5 of 12 ALTA Commitment for Title Insurance (8-1-16) California [] J. The following LLC documentation is required from: (i) a copy of the Articles of Organization (ii) a copy of the Operating Agreement, if applicable (iii) a Certificate of Good Standing and/or other evidence of current Authority to Conduct Business within the State (iv) express Company Consent to the current transaction [X] K. The following partnership documentation is required : (i) a copy of the partnership agreement, including all applicable amendments thereto (ii) a Certificate of Good Standing and/or other evidence of current Authority to Conduct Business within the State (iii) express Partnership Consent to the current transaction [] L. The following corporation documentation is required: (i) a copy of the Articles of Incorporation (ii) a copy of the Bylaws, including all applicable Amendments thereto (iii) a Certificate of Good Standing and/or other evidence of current Authority to Conduct Business within the State (iv) express Corporate Resolution consenting to the current transaction [X] M. Based upon the Company's review of that certain partnership/operating agreement dated Not disclosed for the proposed insured herein, the following requirements must be met: Any further amendments to said agreement must be submitted to the Company, together with an affidavit from one of the general partners or members stating that it is a true copy, that said partnership or limited liability company is in full force and effect, and that there have been no further amendments to the agreement. This Commitment will then be subject to such further requirements as may be deemed necessary. [] N. A copy of the complete lease, as referenced in Schedule A, #3 herein, together with any amendments and/or assignments thereto, must be submitted to the Company for review, along with an affidavit executed by the present lessee stating that it is a true copy, that the lease is in full force and effect, and that there have been no further amendments to the lease. This Commitment will then be subject to such further requirements as may be deemed necessary. [X] 0. Approval from the Company's Underwriting Department must be obtained for issuance of the policy contemplated herein and any endorsements requested thereunder. This Commitment will then be subject to such further requirements as may be required to obtain such approval. [] P. Potential additional requirements, if ALTA Extended coverage is contemplated hereunder, and work on the land has commenced prior to close, some or all of the following requirements, and any other requirements which may be deemed necessary, may need to be met: [] Q. The Company's "Indemnity Agreement I" must be executed by the appropriate parties. This page is only apart of a 2016 AL TAO Commitment for Title Insurance issued by First American Title Insurance Company. This Commitment is not valid without the Notice;the Commitment to Issue Policy;the Commitment Conditions;Schedule A;Schedule B,Part I-Requirements;Schedule B,Part 11-Exceptions- Copyright 2006-2016 American Land Title Association.All rights reserved. The use of this Form(or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use.All other uses are prohibited. Reprinted under license from the American Land Title Association. F0003700(8-23-18) Page 6 of 12 ALTA Commitment for Title Insurance (8-1-16) California [] R. Financial statements from the appropriate parties must be submitted to the Company for review. [] S. A copy of the construction contract must be submitted to the Company for review. [] T. An inspection of the Land must be performed by the Company for verification of the phase of construction. [] U. The Company's "Mechanic's Lien Risk Addendum" form must be completed by a Company employee, based upon information furnished by the appropriate parties involved. This page is only apart of a 2016 AL TAO Commitment for Title Insurance issued by First American Title Insurance Company. This Commitment is not valid without the Notice;the Commitment to Issue Policy;the Commitment Conditions;Schedule A;Schedule B,Part I-Requirements;Schedule B,Part 11-Exceptions- Copyright 2006-2016 American Land Title Association.All rights reserved. The use of this Form(or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use.All other uses are prohibited. Reprinted under license from the American Land Title Association. F0003700(8-23-18) Page 7 of 12 ALTA Commitment for Title Insurance (8-1-16) California A" ALTA Commitment for Title Insurance First American ; s ISSUED BY Schedule BI & BII (Cont. First American Title Insurance Company File No: NCS-1078216-SA1 Commitment No.: NCS-1078216-SA1 SCHEDULE B, PART II Exceptions THIS COMMITMENT DOES NOT REPUBLISH ANY COVENANT, CONDITION, RESTRICTION, OR LIMITATION CONTAINED IN ANY DOCUMENT REFERRED TO IN THIS COMMITMENT TO THE EXTENT THAT THE SPECIFIC COVENANT, CONDITION, RESTRICTION, OR LIMITATION VIOLATES STATE OR FEDERAL LAW BASED ON RACE, COLOR, RELIGION, SEX, SEXUAL ORIENTATION, GENDER IDENTITY, HANDICAP, FAMILIAL STATUS, OR NATIONAL ORIGIN. The Policy will not insure against loss or damage resulting from the terms and provisions of any lease or easement identified in Schedule A, and will include the following Exceptions unless cleared to the satisfaction of the Company: 1. Any defect, lien, encumbrance, adverse claim, or other matter that appears for the first time in the Public Records or is created, attaches, or is disclosed between the Commitment Date and the date on which all of the Schedule B, Part I-Requirements are met. 2. (a) Taxes or assessments that are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the Public Records; (b) proceedings by a public agency that may result in taxes or assessments, or notices of such proceedings, whether or not shown by the records of such agency or by the Public Records. 3. Any facts, rights, interests, or claims that are not shown by the Public Records but that could be ascertained by an inspection of the Land or that may be asserted by persons in possession of the Land. 4. Easements, liens or encumbrances, or claims thereof, not shown by the Public Records. 5. Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey of the Land and not shown by the Public Records. 6. (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) water rights, claims or title to water, whether or not the matters excepted under (a), (b), or (c) are shown by the Public Records. 7. General and special taxes and assessments for the fiscal year 2021-2022, a lien not yet due or payable. 8. The lien of supplemental taxes, if any, assessed pursuant to Chapter 3.5 commencing with Section 75 of the California Revenue and Taxation Code. This page is only a part of a 2016 AL TAO Commitment for Title Insurance issued by First American Title Insurance Company. This Commitment is not valid without the Notice;the Commitment to Issue Policy;the Commitment Conditions;Schedule A;Schedule B,Part I-Requirements;Schedule B,Part 11-Exceptions- Copyright 2006-2016 American Land Title Association.All rights reserved. The use of this Form(or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use.All other uses are prohibited. Reprinted under license from the American Land Title Association. F0003700(8-23-18) Page 8 of 12 ALTA Commitment for Title Insurance (8-1-16) California 9. An easement to construct, maintain and operate a pipe line, recorded April 11, 1927 as Book 33, Page 323 of Official Records. In Favor of: Santa Ana Valley Irrigation Company, a Corporation Affects: As described therein 10. An easement for street and highway purposes, recorded May 18, 1965 as Book 7524, Page 32 of Official Records. In Favor of: City of Tustin Affects: As described therein 11. An easement for underground telephone, telegraph and communication structures, recorded June 28, 1963 as Book 6611, Page 1 of Official Records. In Favor of: The Pacific Telephone and Telegraph Company, a corporation Affects: As described therein 12. An easement for pole lines and incidental purposes, recorded September 23, 1963 as Book 6728, Page 657 of Official Records. In Favor of: Southern California Edison Company, a corporation Affects: As described therein 13. An easement for sewer recorded May 19, 1966 as Book 7936, Page 839 of Official Records. In Favor of: The City of Tustin Affects: As described therein 14. An easement for sanitary sewer recorded July 30, 1970 as Book 9361, Page 330 of Official Records. In Favor of: The City of Tustin Affects: As described therein 15. An easement shown or dedicated on the map of Parcel Map recorded August 21, 1970 and on file in Book 31, Page 14, of Parcel Maps. For: Drainage, public utility, access and sewer. 16. An easement for ingress, egress, public utilities and drainage purposes, recorded October 30, 1970 as Book 9447, Pages 38 and 40 of Official Records. In Favor of: Broadmoor Square West, a limited partnership Affects: As described therein 17. An easement for underground lines, conduits and incidental purposes, recorded March 10, 1971 as Book 9566, Page 941 of Official Records. In Favor of: Southern California Edison Company Affects: As described therein This page is only apart of a 2016 AL TAO Commitment for Title Insurance issued by First American Title Insurance Company. This Commitment is not valid without the Notice;the Commitment to Issue Policy;the Commitment Conditions;Schedule A;Schedule B,Part I-Requirements;Schedule B,Part 11-Exceptions- Copyright 2006-2016 American Land Title Association.All rights reserved. The use of this Form(or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use.All other uses are prohibited. Reprinted under license from the American Land Title Association. F0003700(8-23-18) Page 9 of 12 ALTA Commitment for Title Insurance (8-1-16) California 18. An easement for ingress, egress, public utilities and drainage purposes, recorded April 13, 1972 as Book 10079, Page 700 of Official Records. In Favor of: Charles F. Greenwood et al. Affects: As described therein 19. An easement for underground lines and incidental purposes, recorded April 24, 1972 as Book 10094, Page 857 of Official Records. In Favor of: Southern California Edison Company, a corporation Affects: As described therein 20. An easement for ingress, egress, public utilities and drainage purposes, recorded February 01, 1973 as Book 10537, Page 797 of Official Records. In Favor of: Broadmoor Square East, a limited partnership Affects: As described therein 21. The fact that the land lies within the boundaries of the Tustin Redevelopment Project Area, as disclosed by the document recorded November 29, 1976 as Book 11976, Page 35 of Official Records. 22. The effect of a map purporting to show the land and other property, filed Book 65, Page 5 of Record of Surveys. 23. Survey prepared by Gateway Engineering Inc., dated July 16, 2019, under Job No. 19-060, shows the following: A. The fact the building encroaches into the easements described in Exceptions 15,16,17,18, and 19 herein. 24. The terms, provisions and easement(s) contained in the document entitled "Agreement for Easement Relocation" recorded July 10, 2020 as Instrument No. 2020-327508 of Official Records. 25. We find no outstanding voluntary liens of record affecting subject property. An inquiry should be made concerning the existence of any unrecorded lien or other indebtedness which could give rise to any security interest in the subject property. 26. Water rights, claims or title to water, whether or not shown by the Public Records. 27. Rights of parties in possession. This page is only apart of a 2016 ALTA®Commitment for Title Insurance issued by First American Title Insurance Company. This Commitment is not valid without the Notice;the Commitment to Issue Policy;the Commitment Conditions;Schedule A;Schedule B,Part I-Requirements;Schedule B,Part 11-Exceptions- Copyright 2006-2016 American Land Title Association.All rights reserved. The use of this Form(or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use.All other uses are prohibited. Reprinted under license from the American Land Title Association. F0003700(8-23-18) Page 10 of 12 ALTA Commitment for Title Insurance (8-1-16) California INFORMATIONAL NOTES ALERT- CA Senate Bill 2 imposes an additional fee of$75 up to $225 at the time of recording on certain transactions effective January 1, 2018. Please contact your First American Title representative for more information on how this may affect your closing. 1. Taxes for proration purposes only for the fiscal year 2020-2021. First Installment: $24,471.42, PAID Second Installment: $23,963.31, PAID Tax Rate Area: 13-049 APN: 401-141-13 (Affects Parcel 2 of Parcel A) 2. Taxes for proration purposes only for the fiscal year 2020-2021. First Installment: $25,343.03, PAID Second Installment: $24,922.45, PAID Tax Rate Area: 13-049 APN: 401-141-57 (Affects Parcel 3 of Parcel A) 3. According to the latest available equalized assessment roll in the office of the county tax assessor, there is located on the land a(n) Commercial Structure known as 17802 and 17842 Irvine Boulevard, Tustin, CA. 4. According to the public records, there has been no conveyance of the land within a period of twenty- four months prior to the date of this report, except as follows: None 5. This preliminary report/commitment was prepared based upon an application for a policy of title insurance that identified land by street address or assessor's parcel number only. It is the responsibility of the applicant to determine whether the land referred to herein is in fact the land that is to be described in the policy or policies to be issued. The map attached, if any, may or may not be a survey of the land depicted thereon. First American Title Insurance Company expressly disclaims any liability for loss or damage which may result from reliance on this map except to the extent coverage for such loss or damage is expressly provided by the terms and provisions of this Commitment or the Policy, if any, to which the map is attached. This page is only apart of a 2016 AL TAO Commitment for Title Insurance issued by First American Title Insurance Company. This Commitment is not valid without the Notice;the Commitment to Issue Policy;the Commitment Conditions;Schedule A;Schedule B,Part I-Requirements;Schedule B,Part 11-Exceptions- Copyright 2006-2016 American Land Title Association.All rights reserved. The use of this Form(or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use.All other uses are prohibited. Reprinted under license from the American Land Title Association. F0003700(8-23-18) Page 11 of 12 ALTA Commitment for Title Insurance (8-1-16) California ~ Fig„ � ,{1`1 erica ISSUED BY �} First American Title Insurance Company Exhibit A File No: NCS-1078216-SA1 File No.: NCS-1078216-SA1 The Land referred to herein below is situated in the City of Tustin, County of Orange, State of California, and is described as follows: PARCEL A: PARCELS 2 AND 3 IN THE CITY OF TUSTIN, COUNTY OF ORANGE, STATE OF CALIFORNIA, ON THE MAP FILED IN BOOK 31, PAGE 14 OF PARCEL MAPS, RECORDS OF SAID COUNTY. PARCEL B: A NON-EXCLUSIVE EASEMENT FOR INGRESS, EGRESS, PUBLIC UTILITIES AND DRAINAGE PURPOSES OVER, UNDER, ALONG, ACROSS AND THROUGH THE NORTHERLY 25.00 FEET OF THE SOUTHERLY 45.00 FEET OF PARCEL 1 ON THE MAP FILED IN BOOK 31, PAGE 14 OF PARCEL MAPS, RECORDS OF SAID COUNTY. For conveyancing purposes only: APN 401-141-13 (Parcel 2 of Parcel A) and 401-141-57 (Parcel 3 of Parcel A) This page is only a part of a 2016 AL TAO Commitment for Title Insurance issued by First American Title Insurance Company. This Commitment is not valid without the Notice;the Commitment to Issue Policy;the Commitment Conditions;Schedule A;Schedule B,Part I-Requirements;Schedule B,Part 11-Exceptions- Copyright 2006-2016 American Land Title Association.All rights reserved. The use of this Form(or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use.All other uses are prohibited. Reprinted under license from the American Land Title Association. F0003700(8-23-18) Page 12 of 12 ALTA Commitment for Title Insurance (8-1-16) California At SHEET_OF 1 `�SHEETS 4 a. R.S.T. 4 9 3 9 SCALL 1" 60' PARCEL MAP MA�&U 400 PARTLY 1N UNINCORPO$ZKTED TERRITORY OF C}RA.NGIE COUNTY &ND PI�RC1-`f IN TWF_ C.1TY OF TU STIN, COUNTY 'OF OSZt3N C,E, CAL.tFC7RN1/' 1� pORT10N OF A P.ESUL1>0%V15%ON1 OF RICE'S ADDITION �O FU ST IN, M.R.M. t- 4-7, AND F`OPTIONS OF QICE AVENUE:. AND fMC?E PO POPL_r ip_ AVENUE, ABANDONED BY RESOLUTIONS OF BOtaRD OF SLIPE.RVISOQS,Vol.i(c,P;.409, MIN.BOOK OF BOWZ0 OF SUPERVISORS, M.M. 8-?✓, 1ZECORDS K?F ORJaS,1CnE COL)W Y, CALLF0' WIA. MINN', 19-70 CyEF21�LD F, OLOE NBURGi,L.5.324� DAY OF THIS MAP WAS PREPARED UNDER MY DIRECTION ANDT IS MA -A- 50,- FOR GONFOIRMANCEI WITH HG IS EASED UPON A FIELD SURVEY IN CONFORMANCE WITH THE REQVIREMENTS 4F THE SV EPI YI510N MAP RE IREMENTS OF SECTION 11575 OF THE SUBDIVISION ACT AT THE REQUEST OF RICHARD B. SMITH MAP AC.T. n� IN MAY., 1980. i MERE EY £+RT IFY THAT IT CONFORMS lr TO THE APPROV EO TENT -.AND THE CONOIT IONS OF APPROVAL THERE '.PROVISIONS OF CITY ENGINEER AL RDINAN CES HAVE APPLICABLE STAT DAY OF BEEN GOM PLIED W 4e k E�cA INED AND APPROVED TH13 -�---r ,. ,N D D. R� 19 � NBURG, Glx'* A.s. KOCH 'r dE TY CO VM1STY Sv¢VEYOR & aY COJNTY SURVEYOR Y I 4-0' tJNil-iGV RPOR1aT E0 'CER R,�'OA�t o QQh1J�E COVE-1TY --___ /FD. NAIL 1 TAG RCE 7B721N 4"I.P. p FO SO HO.BOLT PER / PER OGS A/6-9.427 �0�..�L�.�/r+�-� 'n D S A/5-9,'Zl B.G. E {FORMERLY 4 ST} - 8.,4'-..EC PE.R R -5 0 0 Nsq.OZ'i7,'E .,_. - 234.02 —� 2 .o • FO.2"2P,RCE 1.P,R 0 O -205.13' O 612 23` N IN LIEU OF I"S.P,RCE I 1 0 10770 PER RS 65-5 N tI to Ec.Q N 0.29' — ...-_. i � N 5 H89`OZ'{T"E 6i2,ZZ' RPER Rs65-5}fM IIT.of{R.PeR n 233 OS' R5 G5-5?I,1 -FD Z"I P,RCE RCE 10170 Z3¢ 4 K W LIEU 1`1 RCE 10770 \ 2 ,. _ __ .�N4A°47'31"E `�--TUSTiN G1TYUhSP/>RY PER R565-5 FO Z"S.P.ftIZ lo'7T0 N - / III NO REF.O.IZ W'71 N 3;:'4 _1 -^} /5• A � N fIr PARCEL Nx' I °i w PARCEL N% Z °w' PARCELz- fi.. 40p.695 ACRES NET w�, LOIG ACRES NET .n ro I L054 ACI NET am I NN. u PROPOSED 20' a- 6)Q ACCESS EASEMENT RI p'e'Q/N•4!F P(i6'L!C(/P/LfYr a' / ANO.ACCESS pU,E?PQSES m N L RO OSEp E•,..'�R CASEMENT ,.O FD 234.00' N89°26'L"W 6 00 EG. PE . 48 Z,i-R565:5) M -.- POZ NAIL LY AG L5 31Zo .. ... .. t r: ".a .i t ND. REF. T _ 3' S' 4C' �--FD�4 iP L.. 3120 PER SEWE,P EASE,i9ENT EE,i O.P 75t46�B.£3 1 " TR 4B4� 0.08W'LY j O 12'WLY ..I W�U;- a aN 00 FO BOLT PER 9,L95 FD BJLT PER i FLR.S� STREET GS7B 120-48- _ N89°2aG`2YW (1082 24' PER CSTB i20-48) n S I-1 ST. BASIS OF BEARINC.5' MONUMENT NOTES: $EARL NGS HEREON ARE EASED ON THE I ` INDICATES SET 2" IRON PIP@ TAQGED "LS S246°. BEING RN 89'02`17"(EOPER R'Y 4RS 63-5, ' ?' INDICATES FOUND MONUMENTS AS NOTED. %A RECORDS OF ORANGE COUNTY, CALL F f"� JOE O ALTA/NSPS LAND TITLE SURVEY Q - IN THE CITY OF TUSTIN,COUNTY OF ORANGE,STATE OF CALIFORNIA mo SU RVEVED AND PLATTED IN JUNE 2019 BY GATEWAY ENGINEERING,INC. SURVEYOR'S STATEMENT: o.'z LEGAL DEBGRIWION aCEPTIo�Ns��R�...,,�,,.,,,.,�„W� Diµisnuw.v..w,>a e,moLL P®,„ urz ua w,ixn,�nu axwac x�rma,mxi. SITE INFORMATION: wesse a o oiu x�mxos�nnµigr.nmrr'xviel Pope,:,ao x..,a ass,rs,mr.o-a. _ - - - - - x amxo ovmw.,unx eusix�s an%x xi wnx�mia 19 �uemr a�.ro-xW aomem...xac,xus @�mr»s+rwum9 osn ameom na rze..w ® IRVINE BOULEVARD D�so spemr ene xo-a xvaomou atmos w"'o xo,ex�u pwnawa nemn,m snw,enss - _ _ _ _ _ _ � _ _ � smxixa o—wc.0 wawa. 3 wx a.wu,xwxxe xo xaax,u wasas aano�ioxuo-�x�a.,sas o-s wa,sx.ao-a ees ar � _ _- msa do- �o-a im s�ui cm,ux o-uwwuu ono-a nk,xausrro 1xo„1 wuux ra, Ow�o-cuun rtv sar -— � e�tryorss _ anon armor. rnmve'i>'moe') �_ � peso v.2 a - _ e Dawe n,u o ew wwnos o ixaoenu xuaysa xeewuo neo w.,no a mu sxr. I _ � -�-—-—_ _—_ _—_— utiiuuu ow.,m x,ia,mw,xo,o-am,xin,.-rne Int«e.rwx,.r,o. „i ,�.nca�e�m m>axl a,a,mk er�oaa�,nein nm axa ak,,.u�xa,�m. e s I — ®are�wx PROJECT/ xa,ouaNax„x rouµ,.x�a x,xn-aTTe,�o,x.,o,w,un mmrorexx.e k��,«��,xr,aem,IXx OCATION okxa o,xm�mr,m:eek.,,a,:oxo xa:x.a x�x«oaa�,o nx�a xo,arnxm oxo,xw� TUSTIN FLOOD HAZARD ZONE: ks~ wrx w ., 2,m xo-x wrs uwm,xox ew.xe u�k oxx uxu ammm x.aka mw u N LEGEND mµa wxr x«x,: oxa.w,oP x«xxm�.exxK��a eoxa.w,oPe o-, xBASIS OF BEARowaGsrouxr re«mos,o�ax,o a �\Loa/1'I■4-/Laa BOUNDARY MAP VICINITYMAP ”"m" v 10`2 DRAFT APPENDIX C: REGULATORY DATABASE REPORT PARTNER DRAFT 17802 and 17842 Irvine Boulevard 17802 and 17842 Irvine Boulevard Tustin, CA 92780 Inquiry Number: 6651002.2s September 08, 2021 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-ASH DRAFT TABLE OF CONTENTS SECTION PAGE Executive Summary------------------------------------------------------- ES1 Overview Map 2 Detail Map 3 Map Findings Summary---------------------------------------------------- 4 Map Findings 9 Orphan Summary--------------------------------------------------------- 384 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-13 Physical Setting Source Map Findings---------------------------------------- A-15 Physical Setting Source Records Searched------------------------------------. PSGRA 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 2020 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. TC6651002.2s Page 1 DRAFT 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 17802 AND 17842 IRVINE BOULEVARD TUSTIN, CA 92780 COORDINATES Latitude (North): 33.7480810-33°44' 53.09" Longitude (West): 117.8204400- 117°49' 13.58" Universal Tranverse Mercator: Zone 11 UTM X(Meters): 424008.5 UTM Y(Meters): 3734333.0 Elevation: 138 ft. above sea level USGS TOPOGRAPHIC MAP ASSOCIATED WITH TARGET PROPERTY Target Property Map: 5640942 TUSTIN, CA Version Date: 2012 North Map: 5641308 ORANGE, CA Version Date: 2012 AERIAL PHOTOGRAPHY IN THIS REPORT Portions of Photo from: 20140514, 20140515 Source: USDA TC6651002.2s EXECUTIVE SUMMARY 1 DRAFT F- MAPPED SITES SUMMARY Target Property Address: 17802 AND 17842 IRVINE BOULEVARD 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 MEIER CHIROPRACTIC 17842 IRVINE BLVD,# HAZNET, HWTS TP A2 BARBARA SPROAT 362 PROSPECT PARK RCRA NonGen/NLR Lower 69,0.013,SSW B3 VGPT LLC 14982 POSPECT AVE. RCRA NonGen/NLR Higher 194, 0.037,WNW 4 JOHN OLSEN 311 PROSPECT PARK RCRA NonGen/NLR Lower 220, 0.042, SSW 5 MARIE STAPLETON 170 ORANGEWOOD LANE RCRA NonGen/NLR Higher 413, 0.078,WSW B6 MAGNOLIA PLAZA 17731 IRVINE BLVD. RCRA NonGen/NLR Higher 437, 0.083,West C7 GEARS OVER GRAVITY 1 115 N PROSPECT AVE RCRA NonGen/NLR Lower 478, 0.091, SW D8 SERVICE FIRST 18001 IRVINE BLVD RCRA NonGen/NLR, FINDS, ECHO Lower 572, 0.108, ENE D9 KJ AUTO TRANS INC 18001 IRVINE BLVD ST EDR Hist Auto Lower 572, 0.108, ENE E10 JAMES STEWART 453 EAST 1 ST ST RCRA NonGen/NLR Lower 649, 0.123, SSE D11 WILL BUCHER 18031 IRVINE BLVD, U RCRA NonGen/NLR Lower 671, 0.127, ENE 12 CARLOS&YVONNE GIRO 17721 MILLER DR RCRA NonGen/NLR Higher 681, 0.129,WNW C13 MOBIL OIL 171 1ST LUST,Cortese, HIST CORTESE,CERS Lower 685, 0.130, SW C14 STEVEN L KELSO 171 E FIRST ST HIST UST, CHMIRS Lower 718, 0.136, SW C15 MOBIL#18-H7H 171 E 1ST ST LUST,SWEEPS UST,CA FID UST Lower 718, 0.136, SW C16 STEVEN L. KELSO 171 E 1ST ST HIST UST Lower 718, 0.136, SW F17 BIG O TIRES#5825 131 E 1ST ST CERS HAZ WASTE,CERS Lower 764, 0.145, SW F18 BIG O TIRES 131 E FIRST ST RCRA NonGen/NLR, FINDS, ECHO Lower 764, 0.145, SW F19 GOLDEN WEST TIRES CE 131 E 1ST ST RCRA NonGen/NLR Lower 764, 0.145, SW E20 NEWCLEANER LLC DBA S 410 E 1ST ST DRYCLEANERS, EMI, HWTS Lower 800, 0.152, SSE E21 C&S SERVICES LLC DBA 410 E 1ST ST DRYCLEANERS, HWTS Lower 800, 0.152, SSE E22 NEWCLEANER LLC 410 E FIRST ST DRYCLEANERS Lower 800, 0.152, SSE G23 TUSTIN PLAZA AUTO WA 240 E. FIRST ST. UST Lower 878, 0.166, SSW G24 TUSTIN PLAZA AUTO WA 240 E 1ST ST SWEEPS UST Lower 878, 0.166, SSW G25 TUSTIN PLAZA AUTO WA 240 E 1ST ST CA FID UST Lower 878, 0.166, SSW G26 MOUNTAINVIEW TIRE AN 135 S PROSPECT AVE CERS HAZ WASTE,CERS Lower 941, 0.178, SSW G27 MT VIEW TIRE SERVICE 135 S PROSPECT RCRA NonGen/NLR Lower 941, 0.178, SSW H28 O'REILLY AUTO PARTS 510 E 1ST ST CERS HAZ WASTE, HAZNET,CERS, HWTS Lower 946, 0.179, SE H29 O'REILLY AUTO PARTS 510 E 1ST ST RCRA NonGen/NLR Lower 946, 0.179, SE H30 SALLY BEAUTY SUPPLIE 518 E 1ST ST CERS HAZ WASTE, HAZNET, HWTS Lower 961, 0.182, SE H31 SALLY BEAUTY SUPPLIE 518 E 1ST ST RCRA NonGen/NLR Lower 961, 0.182, SE H32 BIG 5 SPORTING GOODS 520 E 1ST ST RCRA NonGen/NLR Lower 964, 0.183, SE H33 BIG 5 SPORTING GOODS 520 E 1ST ST CERS HAZ WASTE, HAZNET, HWTS Lower 964, 0.183, SE H34 LARWIN SQUARE CLEANE 540 E FIRST ST DRYCLEANERS Lower 999, 0.189, SE H35 LARWIN SQUARE CLEANE 540 E 1ST ST DRYCLEANERS Lower 999, 0.189, SE H36 LARWIN SQUARE CLEANE 540 E FIRST ST DRYCLEANERS Lower 999, 0.189, SE H37 LARWIN SQUARE CLEANE 546 E FIRST ST DRYCLEANERS Lower 1010,0.191,SE H38 PAM PACIFIC RETAIL P 546 E FIRST ST RCRA-SQG Lower 1010,0.191,SE H39 LARWIN SQUARE-FORM 546 EAST 1ST STREET CPS-SLIC, CERS Lower 1010,0.191,SE 6651002.2s Page 2 DRAFT F- MAPPED SITES SUMMARY Target Property Address: 17802 AND 17842 IRVINE BOULEVARD TUSTIN, CA 92780 Click on Map ID to see full detail. MAP RELATIVE DIST(ft. &mi.) ID SITE NAME ADDRESS DATABASE ACRONYMS ELEVATION DIRECTION H40 LARWIN SQUARE CLEANE 546 E 1ST RCRA-SQG, FINDS, ECHO, HAZNET, HWTS Lower 1010,0.191,SE H41 LARWIN SQUARE/FORMER 546 E FIRST CPS-SLIC Lower 1010,0.191,SE 42 B AND B MEDICAL INCI 140 S CENTENNIAL WAY RCRA NonGen/NLR, FINDS, ECHO Lower 1047,0.198,SSE 143 MARLENE A MILLER DMD 18102 IRVINE BLVD ST RCRA NonGen/NLR Lower 1067,0.202, East 144 VISTA IMAGING CTR 18102 IRVINE BLVD ST RCRA-SQG Lower 1067,0.202, East J45 ECONO LUBE N TUNE NO 155 W 1ST ST RCRA-SQG, CA FID UST, FINDS, ECHO Higher 1119,0.212,WSW J46 ECONO LUBE N TUNE#7 155 W 1ST ST UST, SWEEPS UST Higher 1119,0.212,WSW K47 RITE AID#5755 630 E 1ST ST RCRA-LQG, HAZNET, HWTS Lower 1190,0.225,SE K48 RITE AID#5755 630 E 1ST ST CERS HAZ WASTE, HAZNET Lower 1190,0.225,SE 49 BOULGER,TOM 17711 AMAGANSET WAY RCRA NonGen/NLR Higher 1282,0.243, NNW L50 TUSTIN USD HIGH SCHO SW OF INTERSECTION O ENVIROSTOR,SCH Lower 1835,0.348, ESE L51 PROPOSED TUSTIN ES-M NEWPORT FREEWAY AT E ENVIROSTOR,SCH Lower 1835,0.348, ESE L52 UNOCAL#5386 13348 NEWPORT AVE LUST, UST,SWEEPS UST, Cortese, CERS Lower 1875,0.355, ESE M53 SUPER STOP 395 FIRST LUST,Cortese,CERS Higher 1893,0.359,WSW N54 L A GLORY 661 INC. 13561 NEWPORT AVE LUST, UST, CERS HAZ WASTE, SWEEPS UST, CERS TANKSj-ower 1894, 0.359, SSE M55 SUPER STOP 395 W FIRST ST LUST,WDS Higher 1907,0.361,WSW L56 UNOCAL#5386 13348 NEWPORT AVE CA FID UST, HIST CORTESE,CERS Lower 1950,0.369, ESE L57 UNOCAL 13348 NEWPORT AVE LUST Lower 1950,0.369, ESE N58 TUSTIN AUTO WASH 535 MAIN LUST,CA FID UST, Cortese, HIST CORTESE,CERS Lower 1991,0.377,SSE 59 EDS ARCO STATION 13662 NEWPORT LUST,Cortese, HIST CORTESE,CERS Lower 2330,0.441,SSE 60 CHEVRON#9-8149 13052 NEWPORT AVE ENVIROSTOR, LUST,CA FID UST, Cortese, HIST... Lower 2799,0.530, East 61 WESTERN MEDICAL CTR 1001 N TUSTIN ENVIROSTOR, CERS HAZ WASTE, SWEEPS UST, HIST UST,.Higher 4331, 0.820,WNW 62 TUSTIN'S FRENCH QUAR 17301 17TH STREET ENVIROSTOR,VCP Higher 4709,0.892, NNW 63 CARIOCA CLEANERS 13844 REDHILL AVE RCRA-SQG, ENVIROSTOR, FINDS, ECHO, DRYCLEANERS....Lower 4986,0.944,SSE 6651002.2s Page 3 DRAFT EXECUTIVE SUMMARY TARGET PROPERTY SEARCH RESULTS The target property was identified in the following records. For more information on this property see page 9 of the attached EDR Radius Map report: Site Database(s) EPA ID MEIER CHIROPRACTIC HAZNET N/A 17842 IRVINE BLVD,# GEPAID: CAL000141300 TUSTIN, CA 92680 HWTS 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 CERCLIS NFRAP site list SEMS-ARCHIVE-------------- Superfund Enterprise Management System Archive Federal RCRA CORRACTS facilities list CORRACTS__________________ Corrective Action Report Federal RCRA non-CORRACTS TSD facilities list RCRA-TSDF------------------ RCRA-Treatment, Storage and Disposal Federal RCRA generators list RCRA-VSQG----------------- RCRA-Very Small Quantity Generators(Formerly Conditionally Exempt Small Quantity Generators) TC6651002.2s EXECUTIVE SUMMARY 4 DRAFT EXECUTIVE SUMMARY Federal institutional controls/engineering controls registries LUCIS_________________________ Land Use Control Information System US ENG CONTROLS_________ Engineering Controls Sites List US INST CONTROLS--------- Institutional Controls Sites List Federal ERNS list ERNS_________________________ Emergency Response Notification System State-and tribal-equivalent NPL RESPONSE------------------- State Response Sites 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 State and tribal registered storage tank lists FEMA UST____________________ Underground Storage Tank Listing AST___________________________ Aboveground Petroleum Storage Tank Facilities INDIAN UST__________________ Underground Storage Tanks on Indian Land State and tribal voluntary cleanup sites VCP___________________________Voluntary Cleanup Program Properties 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 TC6651002.2s EXECUTIVE SUMMARY 5 DRAFT EXECUTIVE SUMMARY 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 Lists of Registered Storage Tanks CERS TANKS----------------- California Environmental Reporting System (CERS)Tanks Local Land Records LIENS_________________________ Environmental Liens Listing LIENS 2_______________________ CERCLA Lien Information DEED_________________________ Deed Restriction Listing 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 Orange Co. Industrial Site----- List of Industrial Site Cleanups SPILLS 90____________________ SPILLS 90 data from FirstSearch Other Ascertainable Records FUDS_________________________ Formerly Used Defense Sites DOD__________________________ Department of Defense Sites SCRD DRYCLEANERS_______ State Coalition for Remediation of Drycleaners Listing US FIN ASSUR_______________ Financial Assurance Information EPA WATCH LIST____________ EPA WATCH LIST 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 TC6651002.2s EXECUTIVE SUMMARY 6 DRAFT EXECUTIVE SUMMARY 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 FINDS------------------------. Facility Index System/Facility Registry System UXO--------------------------- Unexploded Ordnance Sites ECHO------------------------- Enforcement&Compliance History Information 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 EMI--------------------------- Emissions Inventory Data ENF--------------------------- Enforcement Action Listing Financial Assurance----------. Financial Assurance Information Listing ICE---------------------------- ICE HWP-------------------------- EnviroStor Permitted Facilities Listing 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 WIP--------------------------- Well Investigation Program Case List MILITARY PRIV SITES------- MILITARY PRIV SITES (GEOTRACKER) PROJECT--------------------- PROJECT(GEOTRACKER) WDR-------------------------- Waste Discharge Requirements Listing CIWQS------------------------ California Integrated Water Quality System CERS------------------------- CERS 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) MINES MRDS----------------. Mineral Resources Data System EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records EDR MGP--------------------- EDR Proprietary Manufactured Gas Plants EDR Hist Cleaner------------- EDR Exclusive Historical Cleaners EDR RECOVERED GOVERNMENT ARCHIVES Exclusive Recovered Govt.Archives RGA LF----------------------- Recovered Government Archive Solid Waste Facilities List TC6651002.2s EXECUTIVE SUMMARY 7 DRAFT EXECUTIVE SUMMARY RGA LUST-------------------- Recovered Government Archive Leaking Underground Storage Tank 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 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 03/22/2021 has revealed that there is 1 RCRA-LQG site within approximately 0.25 miles of the target property. Lower Elevation Address Direction/Distance Map ID Page RITE AID#5755 630 E 1ST ST SE 1/8-1/4(0.225 mi.) K47 139 EPA ID::CAR000213173 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 03/22/2021 has revealed that there are 4 RCRA-SQG sites within approximately 0.25 miles of the target property. Equal/Higher Elevation Address Direction/Distance Map ID Page ECONO LUBE N TUNE NO 155 W 1ST ST WSW 1/8-1/4(0.212 mi.) J45 134 EPA ID::CAD103118477 Lower Elevation Address Direction/Distance Map ID Page PAM PACIFIC RETAIL P 546 E FIRST ST SE 1/8-1/4(0.191 mi.) H38 115 EPA ID::CAR000146126 LARWIN SQUARE CLEANE 546 E 1ST SE 1/8-1/4(0.191 mi.) H40 119 TC6651002.2s EXECUTIVE SUMMARY 8 DRAFT EXECUTIVE SUMMARY EPA ID::CAR000002345 VISTA IMAGING CTR 18102 IRVINE BLVD ST E 1/8- 1/4(0.202 mi.) 144 131 EPA ID::CAD983633421 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 04/23/2021 has revealed that there are 6 ENVIROSTOR sites within approximately 1 mile of the target property. Equal/Higher Elevation Address Direction/Distance Map ID Page WESTERN MEDICAL CTR 1001 N TUSTIN WNW 1/2-1(0.820 mi.) 61 286 Facility Id:71002574 Status: Inactive-Needs Evaluation TUSTIN'S FRENCH QUAR 17301 17TH STREET NNW 1/2-1(0.892 mi.) 62 369 Facility Id:60001388 Status: No Further Action Lower Elevation Address Direction/Distance Map ID Page TUSTIN USD HIGH SCHO SW OF INTERSECTION O ESE 1/4-1/2(0.348 mi.) L50 203 Facility Id:70000180 Status: No Further Action PROPOSED TUSTIN ES-M NEWPORT FREEWAYAT E ESE 1/4-1/2(0.348 mi.) L51 207 Facility Id:70000181 Status: No Further Action CHEVRON#9-8149 13052 NEWPORT AVE E 1/2-1(0.530 mi.) 60 277 Facility Id:30530001 Status: Refer: 1248 Local Agency CARIOCA CLEANERS 13844 REDHILL AVE SSE 1/2-1(0.944 mi.) 63 372 Facility Id:30720010 Status: Refer: 1248 Local Agency 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 9 LUST sites within TC6651002.2s EXECUTIVE SUMMARY 9 DRAFT EXECUTIVE SUMMARY approximately 0.5 miles of the target property. Equal/Higher Elevation Address Direction/Distance Map ID Page SUPER STOP 395 FIRST WSW 1/4-1/2(0.359 mi.) M53 213 Database: LUST REG 8, Date of Government Version:02/14/2005 Database: LUST, Date of Government Version: 06/03/2021 Status:Completed-Case Closed Facility Status: Remediation Plan Global Id:T0605999010 Global ID:T0605999010 SUPER STOP 395 W FIRST ST WSW 1/4-1/2(0.361 mi.) M55 256 Database:ORANGE CO. LUST, Date of Government Version:03/01/2021 Facility Id:99UT022 Lower Elevation Address Direction/Distance Map ID Page MOBIL OIL 171 1ST S W 1/8-1/4(0.130 mi.) C13 35 Database: LUST REG 8, Date of Government Version:02/14/2005 Database: LUST, Date of Government Version: 06/03/2021 Status:Completed-Case Closed Facility Status: Case Closed Global Id:T0605901987 Global Id:T0605900622 Global ID:T0605900622 MOBIL#18-H7H 171 E 1ST ST SW 1/8-1/4(0.136 mi.) C15 45 Database:ORANGE CO. LUST, Date of Government Version:03/01/2021 Facility Id:98UT026 Facility Id:88UT026 UNOCAL#5386 13348 NEWPORT AVE ESE 1/4-1/2(0.355 mi.) L52 209 Database:ORANGE CO. LUST, Date of Government Version:03/01/2021 Database: LUST, Date of Government Version: 06/03/2021 Status:Completed-Case Closed Facility Id:91UT131 Global Id:T0605901349 L A GLORY 661 INC. 13561 NEWPORT AVE SSE 1/4-1/2(0.359 mi.) N54 220 Database:ORANGE CO. LUST, Date of Government Version:03/01/2021 Database: LUST REG 8, Date of Government Version:02/14/2005 Database: LUST, Date of Government Version: 06/03/2021 Status:Completed-Case Closed Facility Id:05UT008 Facility Status: Pollution Characterization Global Id:T0605984477 Global ID:T0605902351 UNOCAL 13348 NEWPORT AVE ESE 1/4-1/2(0.369 mi.) L57 262 Database: LUST REG 8, Date of Government Version:02/14/2005 Facility Status: Post remedial action monitoring Global ID:T0605901349 TUSTIN AUTO WASH 535 MAIN SSE 1/4-1/2(0.377 mi.) N58 263 Database:ORANGE CO. LUST, Date of Government Version:03/01/2021 Database: LUST, Date of Government Version: 06/03/2021 Status:Completed-Case Closed Facility Id:99UT049 Global Id:T0605902351 EDS ARCO STATION 13662 NEWPORT SSE 1/4-1/2(0.441 mi.) 59 273 Database:ORANGE CO. LUST, Date of Government Version:03/01/2021 Database: LUST REG 8, Date of Government Version:02/14/2005 Database: LUST, Date of Government Version: 06/03/2021 TC6651002.2s EXECUTIVE SUMMARY 10 DRAFT EXECUTIVE SUMMARY Status:Completed-Case Closed Facility Id:89UT100 Facility Status: Case Closed Global Id:T0605900983 Global ID:T0605900983 CPS-SLIC: 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. A review of the CPS-SLIC list, as provided by EDR, has revealed that there are 2 CPS-SLIC sites within approximately 0.5 miles of the target property. Lower Elevation Address Direction/Distance Map ID Page LARWIN SQUARE-FORM 546 EAST 1ST STREET SE 1/8-1/4(0.191 mi.) H39 118 Database:CPS-SLIC, Date of Government Version:06/03/2021 Facility Status: Completed-Case Closed Global Id: SL0605949804 LARWIN SQUARE/FORMER 546 E FIRST SE 1/8-1/4(0.191 mi.) H41 126 Database:SLIC REG 8, Date of Government Version:04/03/2008 Facility Status:Additional Characterization Underway State and tribal registered storage tank lists UST: The Underground Storage Tank database contains registered LISTS. LISTS 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 ECONO LUBE N TUNE#7 155 W 1ST ST WSW 1/8-1/4(0.212 mi.) J46 139 Database: UST, Date of Government Version:06/03/2021 Facility Id:3245 Lower Elevation Address Direction/Distance Map ID Page TUSTIN PLAZA AUTO WA 240 E. FIRST ST. SSW 1/8- 1/4(0.166 mi.) G23 67 Database:ORANGE CO. UST, Date of Government Version: 04/29/2021 Facility Id: FA0050767 TC6651002.2s EXECUTIVE SUMMARY 11 DRAFT EXECUTIVE SUMMARY ADDITIONAL ENVIRONMENTAL RECORDS Local Lists of Hazardous waste/Contaminated Sites 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. A review of the CERS HAZ WASTE list, as provided by EDR, and dated 04/19/2021 has revealed that there are 6 CERS HAZ WASTE sites within approximately 0.25 miles of the target property. Lower Elevation Address Direction/Distance Map ID Page BIG O TIRES#5825 131 E 1ST ST SW 1/8-1/4(0.145 mi.) F17 48 MOUNTAINVIEW TIRE AN 135 S PROSPECT AVE SSW 1/8-1/4(0.178 mi.) G26 69 O'REILLYAUTO PARTS 510 E 1ST ST SE 1/8-1/4(0.179 mi.) H28 77 SALLY BEAUTY SUPPLIE 518 E 1ST ST SE 1/8-1/4(0.182 mi.) H30 90 BIG 5 SPORTING GOODS 520 E 1ST ST SE 1/8-1/4(0.183 mi.) H33 104 RITE AID#5755 630 E 1ST ST SE 1/8-1/4(0.225 mi.) K48 178 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 are 3 SWEEPS UST sites within approximately 0.25 miles of the target property. Equal/Higher Elevation Address Direction/Distance Map ID Page ECONO LUBE N TUNE#7 155 W 1ST ST WSW 1/8-1/4(0.212 mi.) J46 139 Status:A Tank Status:A Comp Number:3245 Lower Elevation Address Direction/Distance Map ID Page MOBIL#18-H7H 171 E 1ST ST SW 1/8-1/4(0.136 mi.) C15 45 Status:A Tank Status:A Comp Number:2281 TUSTIN PLAZA AUTO WA 240 E 1ST ST SSW 1/8- 1/4(0.166 mi.) G24 67 Status:A Tank Status:A Comp Number: 12220 TC6651002.2s EXECUTIVE SUMMARY 12 DRAFT EXECUTIVE SUMMARY 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. Lower Elevation Address Direction/Distance Map ID Page STEVEN L KELSO 171 E FIRST ST SW 1/8-1/4(0.136 mi.) C14 43 STEVEN L. KELSO 171 E 1ST ST SW 1/8-1/4(0.136 mi.) C16 47 Facility Id:00000039359 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 are 3 CA FID UST sites within approximately 0.25 miles of the target property. Equal/Higher Elevation Address Direction/Distance Map ID Page ECONO LUBE N TUNE NO 155 W 1ST ST WSW 1/8-1/4(0.212 mi.) J45 134 Facility Id:30008889 Status:A Lower Elevation Address Direction/Distance Map ID Page MOBIL#18-H7H 171 E 1ST ST SW 1/8-1/4(0.136 mi.) C15 45 Facility Id:30001621 Status:A TUSTIN PLAZA AUTO WA 240 E 1ST ST SSW 1/8- 1/4(0.166 mi.) G25 68 Facility Id:30017688 Status:A 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 03/22/2021 has revealed that there are 19 RCRA NonGen / NLR sites within approximately 0.25 miles of the target property. Equal/Higher Elevation Address Direction/Distance Map ID Page VGPT LLC 14982 POSPECT AVE. WNW 0- 1/8(0.037 mi.) B3 12 EPA ID::CAC002986626 MARIE STAPLETON 170 ORANGEWOOD LANE WSW 0-1/8(0.078 mi.) 5 17 EPA ID::CAC003050015 MAGNOLIA PLAZA 17731 IRVINE BLVD. W 0-1/8(0.083 mi.) B6 20 CARLOS&YVONNE GIRO 17721 MILLER DR WNW 1/8- 1/4(0.129 mi.) 12 33 EPA ID::CAC003013195 BOULGER,TOM 17711 AMAGANSET WAY NNW 1/8-1/4(0.243 mi.) 49 200 TC6651002.2s EXECUTIVE SUMMARY 13 DRAFT EXECUTIVE SUMMARY EPA ID::CAC002988211 Lower Elevation Address Direction/Distance Map ID Page BARBARA SPROAT 362 PROSPECT PARK SSW 0- 1/8(0.013 mi.) A2 10 EPA ID::CAC003026980 JOHN OLSEN 311 PROSPECT PARK SSW 0- 1/8(0.042 mi.) 4 15 GEARS OVER GRAVITY I 115 N PROSPECT AVE SW 0-1/8(0.091 mi.) C7 22 EPA ID::CAL000441907 SERVICE FIRST 18001 IRVINE BLVD ENE 0-1/8(0.108 mi.) D8 25 EPA ID::CAD983620626 JAMES STEWART 453 EAST 1ST ST SSE 0-1/8(0.123 mi.) E10 28 EPA ID::CAC003052749 WILL BUCHER 18031 IRVINE BLVD, U ENE 1/8-1/4(0.127 mi.) D11 30 BIG O TIRES 131 E FIRST ST SW 1/8-1/4(0.145 mi.) F18 54 EPA ID::CAD981667884 GOLDEN WEST TIRES CE 131 E 1ST ST SW 1/8-1/4(0.145 mi.) F19 57 EPA ID::CAL000383795 MT VIEW TIRE SERVICE 135 S PROSPECT SSW 1/8- 1/4(0.178 mi.) G27 75 EPA ID::CAL000213137 O'REILLY AUTO PARTS 510 E 1ST ST SE 1/8-1/4(0.179 mi.) H29 87 EPA ID::CAL000393424 SALLY BEAUTY SUPPLIE 518 E 1ST ST SE 1/8-1/4(0.182 mi.) H31 99 EPA ID::CAL000411425 BIG 5 SPORTING GOODS 520 E 1ST ST SE 1/8-1/4(0.183 mi.) H32 102 EPA ID::CAL000410102 B AND B MEDICAL INCI 140 S CENTENNIAL WAY SSE 1/8-1/4(0.198 mi.) 42 126 EPA ID::CAD982523383 MARLENE A MILLER DMD 18102 IRVINE BLVD ST E 1/8- 1/4(0.202 mi.) 143 129 EPA ID::CAL000355628 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 03/22/2021 has revealed that there are 6 Cortese sites within approximately 0.5 miles of the target property. Equal/Higher Elevation Address Direction/Distance Map ID Page SUPER STOP 395 FIRST WSW 1/4-1/2(0.359 mi.) M53 213 Cleanup Status:COMPLETED-CASE CLOSED Lower Elevation Address Direction/Distance Map ID Page MOBIL OIL 171 1ST S W 1/8-1/4(0.130 mi.) C13 35 Cleanup Status:COMPLETED-CASE CLOSED UNOCAL#5386 13348 NEWPORT AVE ESE 1/4-1/2(0.355 mi.) L52 209 Cleanup Status:COMPLETED-CASE CLOSED L A GLORY 661 INC. 13561 NEWPORT AVE SSE 1/4-1/2(0.359 mi.) N54 220 TC6651002.2s EXECUTIVE SUMMARY 14 DRAFT EXECUTIVE SUMMARY Cleanup Status:COMPLETED-CASE CLOSED TUSTIN AUTO WASH 535 MAIN SSE 1/4-1/2(0.377 mi.) N58 263 Cleanup Status:COMPLETED-CASE CLOSED EDS ARCO STATION 13662 NEWPORT SSE 1/4-1/2(0.441 mi.) 59 273 Cleanup Status:COMPLETED-CASE CLOSED 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 are 7 DRYCLEANERS sites within approximately 0.25 miles of the target property. Lower Elevation Address Direction/Distance Map ID Page NEWCLEANER LLC DBA S 410 E 1ST ST SSE 1/8-1/4(0.152 mi.) E20 60 Database: DRYCLEAN SOUTH COAST, Date of Government Version:05/18/2021 Database: DRYCLEANERS, Date of Government Version: 05/25/2021 EPA Id:CAL000402266 C&S SERVICES LLC DBA 410 E 1ST ST SSE 1/8-1/4(0.152 mi.) E21 65 Database: DRYCLEANERS, Date of Government Version: 05/25/2021 EPA Id:CAL000461528 NEWCLEANER LLC 410 E FIRST ST SSE 1/8-1/4(0.152 mi.) E22 66 Database: DRYCLEAN SOUTH COAST, Date of Government Version:05/18/2021 LARWIN SQUARE CLEANE 540 E FIRST ST SE 1/8-1/4(0.189 mi.) H34 111 Database: DRYCLEAN SOUTH COAST, Date of Government Version:05/18/2021 LARWIN SQUARE CLEANE 540 E 1ST ST SE 1/8-1/4(0.189 mi.) H35 112 Database: DRYCLEAN SOUTH COAST, Date of Government Version:05/18/2021 Database: DRYCLEANERS, Date of Government Version: 05/25/2021 EPA Id:CAL000299744 LARWIN SQUARE CLEANE 540 E FIRST ST SE 1/8-1/4(0.189 mi.) H36 114 Database: DRYCLEAN SOUTH COAST, Date of Government Version:05/18/2021 LARWIN SQUARE CLEANE 546 E FIRST ST SE 1/8-1/4(0.191 mi.) H37 114 Database: DRYCLEAN SOUTH COAST, Date of Government Version:05/18/2021 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 4 HIST CORTESE sites within approximately 0.5 miles of the target property. Lower Elevation Address Direction/Distance Map ID Page MOBIL OIL 171 1ST S W 1/8-1/4(0.130 mi.) C13 35 Reg Id: 083000784T Reg Id: 083002899T UNOCAL#5386 13348 NEWPORT AVE ESE 1/4-1/2(0.369 mi.) L56 257 TC6651002.2s EXECUTIVE SUMMARY 15 DRAFT EXECUTIVE SUMMARY Reg Id: 083001807T TUSTIN AUTO WASH 535 MAIN SSE 1/4-1/2(0.377 mi.) N58 263 Reg Id: 083003629T EDS ARCO STATION 13662 NEWPORT SSE 1/4-1/2(0.441 mi.) 59 273 Reg Id: 083001279T EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records EDR Hist Auto: 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. A review of the EDR Hist Auto list, as provided by EDR, has revealed that there is 1 EDR Hist Auto site within approximately 0.125 miles of the target property. Lower Elevation Address Direction/Distance Map ID Page KJ AUTO TRANS INC 18001 IRVINE BLVD ST ENE 0-1/8(0.108 mi.) D9 28 TC6651002.2s EXECUTIVE SUMMARY 16 DRAFT EXECUTIVE SUMMARY Due to poor or inadequate address information,the following sites were not mapped.Count: 11 records. Site Name Database(s) WILBUR ELLIS CO SWF/LF, HAZNET, HWTS CARICH ENTERPRISES, INC. CERS HAZ WASTE ARCO#0206 LUST, HIST CORTESE CDL LA PALMA DUMP SWF/LF JEFFERY ROAD ROCK PLANT SWF/LF FOSTER SAND&GRAVEL SWF/LF CALMET/CONROCK QUARRY SWF/LF ORANGE CITY DUMP#2 SANTA ANA RIVE SWF/LF INTERSTATE ENVIRONMENTAL SERVICES LUST USMCAS TUSTIN-MOFFET TRENCHES CPS-SLIC TC6651002.2s EXECUTIVE SUMMARY 17 OVERVIEW MAP - 6651002.2S DRAFT FT I 62 7th st I I X I u D- 61 61 F- - z F r u i t S t SNC 152 �l / x,123 -TJ I 12 N /�Q JJ �0 E 4 t h S t ` 116 B l r v i n a 6 1 v� �H )-109 C �� ( 115 \ r'10 --F-�f w 1 t SrF� J � � ♦ �}� �,/ � / M W � d 77 � C 2 a Q s B\ a Z � A a d d a Av a � 0 O � Target Property o 1A 1/Y 1 Hailes 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 Special Flood Hazard Area(1%) 1 Manufactured Gas Plants National Priority List Sites EZ 0.2%Annual Chance Flood Hazard Dept.Defense Sites El 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: 17802 and 17842 Irvine Boulevard CLIENT: Partner Engineering and Science, Inc. ADDRESS: 17802 and 17842 Irvine Boulevard CONTACT: Evelyn Perez Tustin CA 92780 INQUIRY#: 6651002.2s LAT/LONG: 33.748081 /117.82044 DATE: September 08,2021 8:38 am Copyright�o 2021 EDR,Inc.(,)2015 TonnTom Rel. 2015. DETAIL MAP - 6651002.2S DRAFT r c Sherbrook Dr ' v �J. Luc ar o Way 9 ns et $'e e t a W a Columbus ' I West bur y Ln � B 12 {� Mi I I e r Dr m� I _ l i a l W a}� R3 Al z � � 5 0 ♦ z P r o s Q e ° t P a r k n T us / ,.. ♦ �. w�� .n. 1, _. LE RNING VILLAG E,THE ♦ ♦ ♦ F' ♦ M1 •�, - �� E 2 n d St R 3 C W 2nd S t E 2 n S t Target Property 0 1/16 1/9 1/4 Mlles Sites at elevations higher than or equal to the target property Indian Reservations BIA Areas of Concern ♦ Sites at elevations lower than Special Flood Hazard Area(1%) the target property 1 Manufactured Gas Plants 0.2%Annual Chance Flood Hazard ®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: 17802 and 17842 Irvine Boulevard CLIENT: Partner Engineering and Science, Inc. ADDRESS: 17802 and 17842 Irvine Boulevard CONTACT: Evelyn Perez Tustin CA 92780 INQUIRY#: 6651002.2s LAT/LONG: 33.748081 /117.82044 DATE: September 08,2021 8:38 am Copyright�o 2021 EDR,Inc.(,)2015 TonnTom Rei. 2015. DRAFT 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 1.000 0 0 0 0 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 0 0 0 NR NR 0 Federal RCRA CORRACTS facilities list CORRACTS 1.000 0 0 0 0 NR 0 Federal RCRA non-CORRACTS TSD facilities list RCRA-TSDF 0.500 0 0 0 NR NR 0 Federal RCRA generators list RCRA-LQG 0.250 0 1 NR NR NR 1 RCRA-SQG 0.250 0 4 NR NR NR 4 RCRA-VSQG 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 CONTROLS 0.500 0 0 0 NR NR 0 Federal ERNS list ERNS TP NR NR NR NR NR 0 State-and tribal-equivalent NPL RESPONSE 1.000 0 0 0 0 NR 0 State-and tribal-equivalent CERCLIS ENVIROSTOR 1.000 0 0 2 4 NR 6 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 0 2 7 NR NR 9 TC6651002.2s Page 4 DRAFT 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 2 0 NR NR 2 State and tribal registered storage tank lists FEMA UST 0.250 0 0 NR NR NR 0 UST 0.250 0 2 NR NR NR 2 AST 0.250 0 0 NR NR NR 0 INDIAN UST 0.250 0 0 NR NR NR 0 State and tribal voluntary cleanup sites VCP 0.500 0 0 0 NR NR 0 INDIAN VCP 0.500 0 0 0 NR NR 0 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 TP NR 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 TP NR 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 TP NR NR NR NR NR 0 CERS HAZ WASTE 0.250 0 6 NR NR NR 6 Toxic Pits 1.000 0 0 0 0 NR 0 US CDL TP NR NR NR NR NR 0 PFAS 0.500 0 0 0 NR NR 0 Local Lists of Registered Storage Tanks SWEEPS UST 0.250 0 3 NR NR NR 3 HIST UST 0.250 0 2 NR NR NR 2 CA FID UST 0.250 0 3 NR NR NR 3 CERS TANKS 0.250 0 0 NR NR NR 0 Local Land Records LIENS TP NR NR NR NR NR 0 TC6651002.2s Page 5 DRAFT 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 TP NR NR NR NR NR 0 DEED 0.500 0 0 0 NR NR 0 Records of Emergency Release Reports HMIRS TP NR NR NR NR NR 0 CHMIRS TP NR NR NR NR NR 0 LDS TP NR NR NR NR NR 0 MCS TP NR NR NR NR NR 0 Orange Co. Industrial Site TP NR NR NR NR NR 0 SPILLS 90 TP NR NR NR NR NR 0 Other Ascertainable Records RCRA NonGen /NLR 0.250 8 11 NR NR NR 19 FUDS 1.000 0 0 0 0 NR 0 DOD 1.000 0 0 0 0 NR 0 SCRD DRYCLEANERS 0.500 0 0 0 NR NR 0 US FIN ASSUR TP NR NR NR NR NR 0 EPA WATCH LIST TP NR NR NR NR NR 0 2020 COR ACTION 0.250 0 0 NR NR NR 0 TSCA TP NR NR NR NR NR 0 TRIS TP NR NR NR NR NR 0 SSTS TP NR NR NR NR NR 0 ROD 1.000 0 0 0 0 NR 0 RMP TP NR NR NR NR NR 0 RAATS TP NR NR NR NR NR 0 PRP TP NR NR NR NR NR 0 PADS TP NR NR NR NR NR 0 ICIS TP NR NR NR NR NR 0 FTTS TP NR NR NR NR NR 0 MLTS TP NR NR NR NR NR 0 COAL ASH DOE TP NR NR NR NR NR 0 COAL ASH EPA 0.500 0 0 0 NR NR 0 PCB TRANSFORMER TP NR NR NR NR NR 0 RADINFO TP NR NR NR NR NR 0 HIST FTTS TP NR NR NR NR NR 0 DOT OPS TP NR NR NR NR NR 0 CONSENT 1.000 0 0 0 0 NR 0 INDIAN RESERV 1.000 0 0 0 0 NR 0 FUSRAP 1.000 0 0 0 0 NR 0 UMTRA 0.500 0 0 0 NR NR 0 LEAD SMELTERS TP NR NR NR NR NR 0 US AIRS TP NR NR NR NR NR 0 US MINES 0.250 0 0 NR NR NR 0 ABANDONED MINES 0.250 0 0 NR NR NR 0 FINDS TP NR NR NR NR NR 0 UXO 1.000 0 0 0 0 NR 0 ECHO TP NR NR NR NR NR 0 DOCKET HWC TP NR NR NR NR NR 0 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 1 5 NR NR 6 TC6651002.2s Page 6 DRAFT 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 7 NR NR NR 7 EMI TP NR NR NR NR NR 0 ENF TP NR NR NR NR NR 0 Financial Assurance TP NR NR NR NR NR 0 HAZNET TP 1 NR NR NR NR NR 1 ICE TP NR NR NR NR NR 0 HIST CORTESE 0.500 0 1 3 NR NR 4 HWP 1.000 0 0 0 0 NR 0 HWT 0.250 0 0 NR NR NR 0 MINES 0.250 0 0 NR NR NR 0 MWMP 0.250 0 0 NR NR NR 0 NPDES TP NR NR NR NR NR 0 PEST LIC TP NR 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 TP NR NR NR NR NR 0 UIC GEO TP NR NR NR NR NR 0 WASTEWATER PITS 0.500 0 0 0 NR NR 0 WDS TP NR NR NR NR NR 0 WIP 0.250 0 0 NR NR NR 0 MILITARY PRIV SITES TP NR NR NR NR NR 0 PROJECT TP NR NR NR NR NR 0 WDR TP NR NR NR NR NR 0 CIWQS TP NR NR NR NR NR 0 CERS TP NR NR NR NR NR 0 NON-CASE INFO TP NR NR NR NR NR 0 OTHER OIL GAS TP NR NR NR NR NR 0 PROD WATER PONDS TP NR NR NR NR NR 0 SAMPLING POINT TP NR NR NR NR NR 0 WELL STIM PROJ TP NR NR NR NR NR 0 HWTS TP 1 NR NR NR NR NR 1 MINES MRDS TP NR 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 1 NR NR NR NR 1 EDR Hist Cleaner 0.125 0 NR NR NR NR 0 EDR RECOVERED GOVERNMENT ARCHIVES Exclusive Recovered Govt.Archives RGA LF TP NR NR NR NR NR 0 RGA LUST TP NR NR NR NR NR 0 -Totals-- 2 9 45 17 4 0 77 TC6651002.2s Page 7 DRAFT 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 NOTES: TP=Target Property NR= Not Requested at this Search Distance Sites may be listed in more than one database TC6651002.2s Page 8 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number Al MEIER CHIROPRACTIC HAZNET S113077332 Target 17842 IRVINE BLVD,#118 HWTS N/A Property TUSTIN,CA 92680 Site 1 of 2 in cluster A Actual: HAZNET: 138 ft. Name: MEIER CHIROPRACTIC Address: 17842 IRVINE BLVD,#118 Address 2: Not reported City,State,Zip: TUSTIN,CA 926800000 Contact: JOHN MEIER-OWNER Telephone: 7145445255 Mailing Name: Not reported Mailing Address: 17842 IRVINE BLVD STE 118 Year: 1995 Gepaid: CAL000141300 TSD EPA ID: CAD982433575 CA Waste Code: 171 -Metal sludge(Alkaline solution(pH>=12.5)with metals) Disposal Method: R01 -Recycler Tons: 0.0208 Additional Info: Year: 1995 Gen EPA ID: CAL000141300 Shipment Date: 19950315 Creation Date: 3/29/1996 0:00:00 Receipt Date: 19950321 Manifest ID: 95221671 Trans EPA ID: CAL912352675 Trans Name: Not reported Trans 2 EPA ID: CAD981402522 Trans 2 Name: Not reported TSDF EPA ID: CAD982433575 Trans Name: Not reported TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 171 -Metal sludge(see 121 RCRA Code: D011 Meth Code: R01 -Recycler Quantity Tons: 0.0208 Waste Quantity: 5 Quantity Unit: G Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported H WTS: Name: MEIER CHIROPRACTIC Address: 17842 IRVINE BLVD,#118 Address 2: Not reported City,State,Zip: TUSTIN,CA 926800000 EPA ID: CAL000141300 TC6651002.2s Page 9 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number MEIER CHIROPRACTIC (Continued) S113077332 Inactive Date: 06/30/1990 Create Date: 08/02/1994 Last Act Date: 04/20/1998 Mailing Name: Not reported Mailing Address: 17842 IRVINE BLVD STE 118 Mailing Address 2: Not reported Mailing City,State,Zip: TUSTIN,CA 927803243 Owner Name: MEIER CHIROPRACTIC Owner Address: 17842 IRVINE BLVD STE 118 Owner Address 2: Not reported Owner City,State,Zip: TUSTIN,CA 927803243 Contact Name: JOHN MEIER-OWNER Contact Address: INACTIVE PER VQ97 BP Contact Address 2: Not reported City,State,Zip: TUSTIN,CA 927803243 A2 BARBARA SPROAT RCRA NonGen/NLR 1025846993 SSW 362 PROSPECT PARK CAC003026980 < 1/8 TUSTIN,CA 92780 0.013 mi. 69 ft. Site 2 of 2 in cluster A Relative: RCRA NonGen/NLR: Lower Date Form Received by Agency: 2019-07-31 00:00:00.0 Actual: Handler Name: BARBARA SPROAT 137 ft. Handler Address: 362 PROSPECT PARK Handler City,State,Zip: TUSTIN,CA 92780-3207 EPA ID: CAC003026980 Contact Name: BARBARA SPROAT Contact Address: 362 PROSPECT PARK Contact City,State,Zip: TUSTIN,CA 92780-3207 Contact Telephone: 657-600-1462 Contact Fax: Not reported Contact Email: OCABATEMENT@GMAIL.COM Contact Title: Not reported EPA Region: 09 Land Type: Not reported Federal Waste Generator Description: Not a generator,verified Non-Notifier: Not reported Biennial Report Cycle: Not reported Accessibility: Not reported Active Site Indicator: Not reported State District Owner: Not reported State District: Not reported Mailing Address: 362 PROSPECT PARK Mailing City,State,Zip: TUSTIN,CA 92780-3207 Owner Name: BARBARA SPROAT Owner Type: Other Operator Name: BARBARA SPROAT Operator Type: Other Short-Term Generator Activity: No Importer Activity: No Mixed Waste Generator: No Transporter Activity: No Transfer Facility Activity: No Recycler Activity with Storage: No Small Quantity On-Site Burner Exemption: No Smelting Melting and Refining Furnace Exemption: No TC6651002.2s Page 10 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number BARBARA SPROAT (Continued) 1025846993 Underground Injection Control: No Off-Site Waste Receipt: No Universal Waste Indicator: No Universal Waste Destination Facility: No Federal Universal Waste: No Active Site Fed-Reg Treatment Storage and Disposal Facility: Not reported Active Site Converter Treatment storage and Disposal Facility: Not reported Active Site State-Reg Treatment Storage and Disposal Facility: Not reported Active Site State-Reg Handler: --- Federal Facility Indicator: Not reported Hazardous Secondary Material Indicator: N Sub-Part K Indicator: Not reported Commercial TSD Indicator: No Treatment Storage and Disposal Type: Not reported 2018 GPRA Permit Baseline: Not on the Baseline 2018 GPRA Renewals Baseline: Not on the Baseline Permit Renewals Workload Universe: Not reported Permit Workload Universe: Not reported Permit Progress Universe: Not reported Post-Closure Workload Universe: Not reported Closure Workload Universe: Not reported 202 GPRA Corrective Action Baseline: No Corrective Action Workload Universe: No Subject to Corrective Action Universe: No Non-TSDFs Where RCRA CA has Been Imposed Universe: No TSDFs Potentially Subject to CA Under 3004(u)/(v)Universe: No TSDFs Only Subject to CA under Discretionary Auth Universe: No Corrective Action Priority Ranking: No NCAPS ranking Environmental Control Indicator: No Institutional Control Indicator: No Human Exposure Controls Indicator: N/A Groundwater Controls Indicator: N/A Operating TSDF Universe: Not reported Full Enforcement Universe: Not reported Significant Non-Complier Universe: No Unaddressed Significant Non-Complier Universe: No Addressed Significant Non-Complier Universe: No Significant Non-Complier With a Compliance Schedule Universe: No Financial Assurance Required: Not reported Handler Date of Last Change: 2019-09-10 15:06:18.0 Recognized Trader-Importer: No Recognized Trader-Exporter: No Importer of Spent Lead Acid Batteries: No Exporter of Spent Lead Acid Batteries: No Recycler Activity Without Storage: No Manifest Broker: No Sub-Part P Indicator: No Handler-Owner Operator: Owner/Operator Indicator: Owner Owner/Operator Name: BARBARA SPROAT Legal Status: Other Date Became Current: Not reported Date Ended Current: Not reported Owner/Operator Address: 362 PROSPECT PARK Owner/Operator City,State,Zip: TUSTIN,CA 92780-3207 TC6651002.2s Page 11 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number BARBARA SPROAT (Continued) 1025846993 Owner/Operator Telephone: 657-600-1462 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Operator Owner/Operator Name: BARBARA SPROAT Legal Status: Other Date Became Current: Not reported Date Ended Current: Not reported Owner/Operator Address: 362 PROSPECT PARK Owner/Operator City,State,Zip: TUSTIN, CA 92780-3207 Owner/Operator Telephone: 657-600-1462 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Historic Generators: Receive Date: 2019-07-31 00:00:00.0 Handler Name: BARBARA SPROAT Federal Waste Generator Description: Not a generator,verified State District Owner: Not reported Large Quantity Handler of Universal Waste: No Recognized Trader Importer: No Recognized Trader Exporter: No Spent Lead Acid Battery Importer: No Spent Lead Acid Battery Exporter: No Current Record: Yes Non Storage Recycler Activity: Not reported Electronic Manifest Broker: Not reported List of NAICS Codes and Descriptions: NAICS Code: 56299 NAICS Description: ALL OTHER WASTE MANAGEMENT SERVICES Facility Has Received Notices of Violations: Violations: No Violations Found Evaluation Action Summary: Evaluations: No Evaluations Found B3 VGPT LLC RCRA NonGen/NLR 1024766754 WNW 14982 POSPECT AVE. CAC002986626 < 1/8 TUSTIN,CA 92780 0.037 mi. 194 ft. Site 1 of 2 in cluster B Relative: RCRA NonGen/NLR: Higher Date Form Received by Agency: 2018-10-26 00:00:00.0 Actual: Handler Name: VGPT LLC 140 ft. Handler Address: 14982 POSPECT AVE. Handler City,State,Zip: TUSTIN,CA 92780 EPA ID: CAC002986626 Contact Name: TERRY MARTIN Contact Address: 2677 W. MAIN ST#930 TC6651002.2s Page 12 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number VGPT LLC (Continued) 1024766754 Contact City,State,Zip: SANTA ANA, CA 92705 Contact Telephone: 714-542-5481 Contact Fax: Not reported Contact Email: TERRY@MAXSON-COONEY.COM Contact Title: Not reported EPA Region: 09 Land Type: Not reported Federal Waste Generator Description: Not a generator,verified Non-Notifier: Not reported Biennial Report Cycle: Not reported Accessibility: Not reported Active Site Indicator: Handler Activities State District Owner: Not reported State District: Not reported Mailing Address: 2677 W.MAIN ST#930 Mailing City,State,Zip: SANTA ANA, CA 92705 Owner Name: VGPT LLC Owner Type: Other Operator Name: TERRY MARTIN Operator Type: Other Short-Term Generator Activity: No Importer Activity: No Mixed Waste Generator: No Transporter Activity: No Transfer Facility Activity: No Recycler Activity with Storage: No Small Quantity On-Site Burner Exemption: No Smelting Melting and Refining Furnace Exemption: No Underground Injection Control: No Off-Site Waste Receipt: No Universal Waste Indicator: Yes Universal Waste Destination Facility: Yes Federal Universal Waste: No Active Site Fed-Reg Treatment Storage and Disposal Facility: Not reported Active Site Converter Treatment storage and Disposal Facility: Not reported Active Site State-Reg Treatment Storage and Disposal Facility: Not reported Active Site State-Reg Handler: --- Federal Facility Indicator: Not reported Hazardous Secondary Material Indicator: N Sub-Part K Indicator: Not reported Commercial TSD Indicator: No Treatment Storage and Disposal Type: Not reported 2018 GPRA Permit Baseline: Not on the Baseline 2018 GPRA Renewals Baseline: Not on the Baseline Permit Renewals Workload Universe: Not reported Permit Workload Universe: Not reported Permit Progress Universe: Not reported Post-Closure Workload Universe: Not reported Closure Workload Universe: Not reported 202 GPRA Corrective Action Baseline: No Corrective Action Workload Universe: No Subject to Corrective Action Universe: No Non-TSDFs Where RCRA CA has Been Imposed Universe: No TSDFs Potentially Subject to CA Under 3004(u)/(v)Universe: No TSDFs Only Subject to CA under Discretionary Auth Universe: No Corrective Action Priority Ranking: No NCAPS ranking Environmental Control Indicator: No TC6651002.2s Page 13 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number VGPT LLC (Continued) 1024766754 Institutional Control Indicator: No Human Exposure Controls Indicator: N/A Groundwater Controls Indicator: N/A Operating TSDF Universe: Not reported Full Enforcement Universe: Not reported Significant Non-Complier Universe: No Unaddressed Significant Non-Complier Universe: No Addressed Significant Non-Complier Universe: No Significant Non-Complier With a Compliance Schedule Universe: No Financial Assurance Required: Not reported Handler Date of Last Change: 2018-11-20 16:30:21.0 Recognized Trader-Importer: No Recognized Trader-Exporter: No Importer of Spent Lead Acid Batteries: No Exporter of Spent Lead Acid Batteries: No Recycler Activity Without Storage: No Manifest Broker: No Sub-Part P Indicator: No Handler-Owner Operator: Owner/Operator Indicator: Operator Owner/Operator Name: TERRY MARTIN Legal Status: Other Date Became Current: Not reported Date Ended Current: Not reported Owner/Operator Address: 2677 W.MAIN ST#930 Owner/Operator City,State,Zip: SANTA ANA,CA 92705 Owner/Operator Telephone: 714-542-5481 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Owner Owner/Operator Name: VGPT LLC Legal Status: Other Date Became Current: Not reported Date Ended Current: Not reported Owner/Operator Address: 2677 W.MAIN ST#930 Owner/Operator City,State,Zip: SANTA ANA,CA 92705 Owner/Operator Telephone: 714-542-5481 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Historic Generators: Receive Date: 2018-10-26 00:00:00.0 Handler Name: VGPT LLC Federal Waste Generator Description: Not a generator,verified State District Owner: Not reported Large Quantity Handler of Universal Waste: No Recognized Trader Importer: No Recognized Trader Exporter: No Spent Lead Acid Battery Importer: No Spent Lead Acid Battery Exporter: No Current Record: Yes TC6651002.2s Page 14 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number VGPT LLC (Continued) 1024766754 Non Storage Recycler Activity: Not reported Electronic Manifest Broker: Not reported List of NAICS Codes and Descriptions: NAICS Code: 56299 NAICS Description: ALL OTHER WASTE MANAGEMENT SERVICES Facility Has Received Notices of Violations: Violations: No Violations Found Evaluation Action Summary: Evaluations: No Evaluations Found 4 JOHN OLSEN RCRA NonGen/NLR 1026467057 SSW 311 PROSPECT PARK CAC003072386 < 1/8 TUSTIN,CA 92780 0.042 mi. 220 ft. Relative: RCRA NonGen/NLR: Lower Date Form Received by Agency: 2020-06-25 00:00:00.0 Actual: Handler Name: JOHN OLSEN 136 ft. Handler Address: 311 PROSPECT PARK Handler City,State,Zip: TUSTIN,CA 92780 EPA ID: CAC003072386 Contact Name: JOHN OLSEN Contact Address: 311 PROSPECT PARK Contact City,State,Zip: TUSTIN,CA 92780 Contact Telephone: 714-575-1001 Contact Fax: Not reported Contact Email: KARLA@SUPERIORENV.COM Contact Title: Not reported EPA Region: 09 Land Type: Not reported Federal Waste Generator Description: Not a generator,verified Non-Notifier: Not reported Biennial Report Cycle: Not reported Accessibility: Not reported Active Site Indicator: Not reported State District Owner: Not reported State District: Not reported Mailing Address: 311 PROSPECT PARK Mailing City,State,Zip: TUSTIN,CA 92780 Owner Name: JOHN OLSEN Owner Type: Other Operator Name: JOHN OLSEN Operator Type: Other Short-Term Generator Activity: No Importer Activity: No Mixed Waste Generator: No Transporter Activity: No Transfer Facility Activity: No Recycler Activity with Storage: No Small Quantity On-Site Burner Exemption: No Smelting Melting and Refining Furnace Exemption: No TC6651002.2s Page 15 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number JOHN OLSEN (Continued) 1026467057 Underground Injection Control: No Off-Site Waste Receipt: No Universal Waste Indicator: No Universal Waste Destination Facility: No Federal Universal Waste: No Active Site Fed-Reg Treatment Storage and Disposal Facility: Not reported Active Site Converter Treatment storage and Disposal Facility: Not reported Active Site State-Reg Treatment Storage and Disposal Facility: Not reported Active Site State-Reg Handler: --- Federal Facility Indicator: Not reported Hazardous Secondary Material Indicator: N Sub-Part K Indicator: Not reported Commercial TSD Indicator: No Treatment Storage and Disposal Type: Not reported 2018 GPRA Permit Baseline: Not on the Baseline 2018 GPRA Renewals Baseline: Not on the Baseline Permit Renewals Workload Universe: Not reported Permit Workload Universe: Not reported Permit Progress Universe: Not reported Post-Closure Workload Universe: Not reported Closure Workload Universe: Not reported 202 GPRA Corrective Action Baseline: No Corrective Action Workload Universe: No Subject to Corrective Action Universe: No Non-TSDFs Where RCRA CA has Been Imposed Universe: No TSDFs Potentially Subject to CA Under 3004(u)/(v)Universe: No TSDFs Only Subject to CA under Discretionary Auth Universe: No Corrective Action Priority Ranking: No NCAPS ranking Environmental Control Indicator: No Institutional Control Indicator: No Human Exposure Controls Indicator: N/A Groundwater Controls Indicator: N/A Operating TSDF Universe: Not reported Full Enforcement Universe: Not reported Significant Non-Complier Universe: No Unaddressed Significant Non-Complier Universe: No Addressed Significant Non-Complier Universe: No Significant Non-Complier With a Compliance Schedule Universe: No Financial Assurance Required: Not reported Handler Date of Last Change: 2020-07-10 18:44:41.0 Recognized Trader-Importer: No Recognized Trader-Exporter: No Importer of Spent Lead Acid Batteries: No Exporter of Spent Lead Acid Batteries: No Recycler Activity Without Storage: No Manifest Broker: No Sub-Part P Indicator: No Handler-Owner Operator: Owner/Operator Indicator: Operator Owner/Operator Name: JOHN OLSEN Legal Status: Other Date Became Current: Not reported Date Ended Current: Not reported Owner/Operator Address: 311 PROSPECT PARK Owner/Operator City,State,Zip: TUSTIN,CA 92780 TC6651002.2s Page 16 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number JOHN OLSEN (Continued) 1026467057 Owner/Operator Telephone: 714-575-1001 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Owner Owner/Operator Name: JOHN OLSEN Legal Status: Other Date Became Current: Not reported Date Ended Current: Not reported Owner/Operator Address: 311 PROSPECT PARK Owner/Operator City,State,Zip: TUSTIN, CA 92780 Owner/Operator Telephone: 714-575-1001 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Historic Generators: Receive Date: 2020-06-25 00:00:00.0 Handler Name: JOHN OLSEN Federal Waste Generator Description: Not a generator,verified State District Owner: Not reported Large Quantity Handler of Universal Waste: No Recognized Trader Importer: No Recognized Trader Exporter: No Spent Lead Acid Battery Importer: No Spent Lead Acid Battery Exporter: No Current Record: Yes Non Storage Recycler Activity: Not reported Electronic Manifest Broker: Not reported List of NAICS Codes and Descriptions: NAICS Code: 56299 NAICS Description: ALL OTHER WASTE MANAGEMENT SERVICES Facility Has Received Notices of Violations: Violations: No Violations Found Evaluation Action Summary: Evaluations: No Evaluations Found 5 MARIE STAPLETON RCRA NonGen/NLR 1026043771 WSW 170 ORANGEWOOD LANE CAC003050015 < 1/8 TUSTIN,CA 92780 0.078 mi. 413 ft. Relative: RCRA NonGen/NLR: Higher Date Form Received by Agency: 2020-01-08 00:00:00.0 Actual: Handler Name: MARIE STAPLETON 138 ft. Handler Address: 170 ORANGEWOOD LANE Handler City,State,Zip: TUSTIN,CA 92780 EPA ID: CAC003050015 Contact Name: MARIE STAPLETON Contact Address: 170 ORANGEWOOD LANE TC6651002.2s Page 17 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number MARIE STAPLETON (Continued) 1026043771 Contact City,State,Zip: TUSTIN,CA 92780 Contact Telephone: 714-710-1723 Contact Fax: Not reported Contact Email: KARLA@SUPERIORENV.COM Contact Title: Not reported EPA Region: 09 Land Type: Not reported Federal Waste Generator Description: Not a generator,verified Non-Notifier: Not reported Biennial Report Cycle: Not reported Accessibility: Not reported Active Site Indicator: Not reported State District Owner: Not reported State District: Not reported Mailing Address: 170 ORANGEWOOD LANE Mailing City,State,Zip: TUSTIN,CA 92780 Owner Name: MARIE STAPLETON Owner Type: Other Operator Name: MARIE STAPLETON Operator Type: Other Short-Term Generator Activity: No Importer Activity: No Mixed Waste Generator: No Transporter Activity: No Transfer Facility Activity: No Recycler Activity with Storage: No Small Quantity On-Site Burner Exemption: No Smelting Melting and Refining Furnace Exemption: No Underground Injection Control: No Off-Site Waste Receipt: No Universal Waste Indicator: No Universal Waste Destination Facility: No Federal Universal Waste: No Active Site Fed-Reg Treatment Storage and Disposal Facility: Not reported Active Site Converter Treatment storage and Disposal Facility: Not reported Active Site State-Reg Treatment Storage and Disposal Facility: Not reported Active Site State-Reg Handler: --- Federal Facility Indicator: Not reported Hazardous Secondary Material Indicator: N Sub-Part K Indicator: Not reported Commercial TSD Indicator: No Treatment Storage and Disposal Type: Not reported 2018 GPRA Permit Baseline: Not on the Baseline 2018 GPRA Renewals Baseline: Not on the Baseline Permit Renewals Workload Universe: Not reported Permit Workload Universe: Not reported Permit Progress Universe: Not reported Post-Closure Workload Universe: Not reported Closure Workload Universe: Not reported 202 GPRA Corrective Action Baseline: No Corrective Action Workload Universe: No Subject to Corrective Action Universe: No Non-TSDFs Where RCRA CA has Been Imposed Universe: No TSDFs Potentially Subject to CA Under 3004(u)/(v)Universe: No TSDFs Only Subject to CA under Discretionary Auth Universe: No Corrective Action Priority Ranking: No NCAPS ranking Environmental Control Indicator: No TC6651002.2s Page 18 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number MARIE STAPLETON (Continued) 1026043771 Institutional Control Indicator: No Human Exposure Controls Indicator: N/A Groundwater Controls Indicator: N/A Operating TSDF Universe: Not reported Full Enforcement Universe: Not reported Significant Non-Complier Universe: No Unaddressed Significant Non-Complier Universe: No Addressed Significant Non-Complier Universe: No Significant Non-Complier With a Compliance Schedule Universe: No Financial Assurance Required: Not reported Handler Date of Last Change: 2020-02-10 17:52:16.0 Recognized Trader-Importer: No Recognized Trader-Exporter: No Importer of Spent Lead Acid Batteries: No Exporter of Spent Lead Acid Batteries: No Recycler Activity Without Storage: No Manifest Broker: No Sub-Part P Indicator: No Handler-Owner Operator: Owner/Operator Indicator: Owner Owner/Operator Name: MARIE STAPLETON Legal Status: Other Date Became Current: Not reported Date Ended Current: Not reported Owner/Operator Address: 170 ORANGEWOOD LANE Owner/Operator City,State,Zip: TUSTIN,CA 92780 Owner/Operator Telephone: 714-710-1723 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Operator Owner/Operator Name: MARIE STAPLETON Legal Status: Other Date Became Current: Not reported Date Ended Current: Not reported Owner/Operator Address: 170 ORANGEWOOD LANE Owner/Operator City,State,Zip: TUSTIN,CA 92780 Owner/Operator Telephone: 714-710-1723 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Historic Generators: Receive Date: 2020-01-08 00:00:00.0 Handler Name: MARIE STAPLETON Federal Waste Generator Description: Not a generator,verified State District Owner: Not reported Large Quantity Handler of Universal Waste: No Recognized Trader Importer: No Recognized Trader Exporter: No Spent Lead Acid Battery Importer: No Spent Lead Acid Battery Exporter: No Current Record: Yes TC6651002.2s Page 19 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number MARIE STAPLETON (Continued) 1026043771 Non Storage Recycler Activity: Not reported Electronic Manifest Broker: Not reported List of NAICS Codes and Descriptions: NAICS Code: 56299 NAICS Description: ALL OTHER WASTE MANAGEMENT SERVICES Facility Has Received Notices of Violations: Violations: No Violations Found Evaluation Action Summary: Evaluations: No Evaluations Found B6 MAGNOLIA PLAZA RCRA NonGen/NLR 1026485715 West 17731 IRVINE BLVD. CAC003091855 < 1/8 TUSTIN,CA 92780 0.083 mi. 437 ft. Site 2 of 2 in cluster B Relative: RCRA NonGen/NLR: Higher Date Form Received by Agency: 2020-11-06 00:00:00.0 Actual: Handler Name: MAGNOLIA PLAZA 141 ft. Handler Address: 17731 IRVINE BLVD. Handler City,State,Zip: TUSTIN,CA 92780 EPA ID: CAC003091855 Contact Name: ERIC LE Contact Address: P.O.BOX 18057 Contact City,State,Zip: ANAHEIM,CA 92817 Contact Telephone: 714-492-9175 Contact Fax: Not reported Contact Email: ERIC@ROSSMGMT.COM Contact Title: Not reported EPA Region: 09 Land Type: Not reported Federal Waste Generator Description: Not a generator,verified Non-Notifier: Not reported Biennial Report Cycle: Not reported Accessibility: Not reported Active Site Indicator: Not reported State District Owner: Not reported State District: Not reported Mailing Address: P.O.BOX 18057 Mailing City,State,Zip: ANAHEIM,CA 92817 Owner Name: MAGNOLIA PLAZA Owner Type: Other Operator Name: ERIC LE Operator Type: Other Short-Term Generator Activity: No Importer Activity: No Mixed Waste Generator: No Transporter Activity: No Transfer Facility Activity: No Recycler Activity with Storage: No Small Quantity On-Site Burner Exemption: No Smelting Melting and Refining Furnace Exemption: No TC6651002.2s Page 20 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number MAGNOLIA PLAZA (Continued) 1026485715 Underground Injection Control: No Off-Site Waste Receipt: No Universal Waste Indicator: No Universal Waste Destination Facility: No Federal Universal Waste: No Active Site Fed-Reg Treatment Storage and Disposal Facility: Not reported Active Site Converter Treatment storage and Disposal Facility: Not reported Active Site State-Reg Treatment Storage and Disposal Facility: Not reported Active Site State-Reg Handler: --- Federal Facility Indicator: Not reported Hazardous Secondary Material Indicator: N Sub-Part K Indicator: Not reported Commercial TSD Indicator: No Treatment Storage and Disposal Type: Not reported 2018 GPRA Permit Baseline: Not on the Baseline 2018 GPRA Renewals Baseline: Not on the Baseline Permit Renewals Workload Universe: Not reported Permit Workload Universe: Not reported Permit Progress Universe: Not reported Post-Closure Workload Universe: Not reported Closure Workload Universe: Not reported 202 GPRA Corrective Action Baseline: No Corrective Action Workload Universe: No Subject to Corrective Action Universe: No Non-TSDFs Where RCRA CA has Been Imposed Universe: No TSDFs Potentially Subject to CA Under 3004(u)/(v)Universe: No TSDFs Only Subject to CA under Discretionary Auth Universe: No Corrective Action Priority Ranking: No NCAPS ranking Environmental Control Indicator: No Institutional Control Indicator: No Human Exposure Controls Indicator: N/A Groundwater Controls Indicator: N/A Operating TSDF Universe: Not reported Full Enforcement Universe: Not reported Significant Non-Complier Universe: No Unaddressed Significant Non-Complier Universe: No Addressed Significant Non-Complier Universe: No Significant Non-Complier With a Compliance Schedule Universe: No Financial Assurance Required: Not reported Handler Date of Last Change: 2020-11-06 21:06:29.0 Recognized Trader-Importer: No Recognized Trader-Exporter: No Importer of Spent Lead Acid Batteries: No Exporter of Spent Lead Acid Batteries: No Recycler Activity Without Storage: No Manifest Broker: No Sub-Part P Indicator: No Handler-Owner Operator: Owner/Operator Indicator: Owner Owner/Operator Name: MAGNOLIA PLAZA Legal Status: Other Date Became Current: Not reported Date Ended Current: Not reported Owner/Operator Address: P.O.BOX 18057 Owner/Operator City,State,Zip: ANAHEIM,CA 92817 TC6651002.2s Page 21 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number MAGNOLIA PLAZA (Continued) 1026485715 Owner/Operator Telephone: 714-486-2187 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Operator Owner/Operator Name: ERIC LE Legal Status: Other Date Became Current: Not reported Date Ended Current: Not reported Owner/Operator Address: P.O.BOX 18057 Owner/Operator City,State,Zip: ANAHEIM,CA 92817 Owner/Operator Telephone: 714-492-9175 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Historic Generators: Receive Date: 2020-11-06 00:00:00.0 Handler Name: MAGNOLIA PLAZA Federal Waste Generator Description: Not a generator,verified State District Owner: Not reported Large Quantity Handler of Universal Waste: No Recognized Trader Importer: No Recognized Trader Exporter: No Spent Lead Acid Battery Importer: No Spent Lead Acid Battery Exporter: No Current Record: Yes Non Storage Recycler Activity: Not reported Electronic Manifest Broker: Not reported List of NAICS Codes and Descriptions: NAICS Code: 562910 NAICS Description: REMEDIATION SERVICES Facility Has Received Notices of Violations: Violations: No Violations Found Evaluation Action Summary: Evaluations: No Evaluations Found C7 GEARS OVER GRAVITY INC DBA TREK BICYCLE TUSTIN RCRA NonGen/NLR 1024873256 SW 115 N PROSPECT AVE CAL000441907 < 1/8 TUSTIN,CA 92780 0.091 mi. 478 ft. Site 1 of 5 in cluster C Relative: RCRA NonGen/NLR: Lower Date Form Received by Agency: 2018-12-18 00:00:00.0 Actual: Handler Name: GEARS OVER GRAVITY INC DBA TREK BICYCLE TUSTIN 136 ft. Handler Address: 115 N PROSPECT AVE Handler City,State,Zip: TUSTIN,CA 92780 EPA ID: CAL000441907 Contact Name: JEFF SATTLER Contact Address: 115 N PROSPECT AVE TC6651002.2s Page 22 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number GEARS OVER GRAVITY INC DBA TREK BICYCLE TUSTIN (Continued) 1024873256 Contact City,State,Zip: TUSTIN,CA 92780 Contact Telephone: 714-544-6091 Contact Fax: Not reported Contact Email: JEFF@TREKBICYCLETUSTIN.COM Contact Title: Not reported EPA Region: 09 Land Type: Not reported Federal Waste Generator Description: Not a generator,verified Non-Notifier: Not reported Biennial Report Cycle: Not reported Accessibility: Not reported Active Site Indicator: Handler Activities State District Owner: Not reported State District: Not reported Mailing Address: 115 N PROSPECT AVE Mailing City,State,Zip: TUSTIN,CA 92780 Owner Name: JEFF SATTLER Owner Type: Other Operator Name: JEFF SATTLER Operator Type: Other Short-Term Generator Activity: No Importer Activity: No Mixed Waste Generator: No Transporter Activity: No Transfer Facility Activity: No Recycler Activity with Storage: No Small Quantity On-Site Burner Exemption: No Smelting Melting and Refining Furnace Exemption: No Underground Injection Control: No Off-Site Waste Receipt: No Universal Waste Indicator: Yes Universal Waste Destination Facility: Yes Federal Universal Waste: No Active Site Fed-Reg Treatment Storage and Disposal Facility: Not reported Active Site Converter Treatment storage and Disposal Facility: Not reported Active Site State-Reg Treatment Storage and Disposal Facility: Not reported Active Site State-Reg Handler: --- Federal Facility Indicator: Not reported Hazardous Secondary Material Indicator: N Sub-Part K Indicator: Not reported Commercial TSD Indicator: No Treatment Storage and Disposal Type: Not reported 2018 GPRA Permit Baseline: Not on the Baseline 2018 GPRA Renewals Baseline: Not on the Baseline Permit Renewals Workload Universe: Not reported Permit Workload Universe: Not reported Permit Progress Universe: Not reported Post-Closure Workload Universe: Not reported Closure Workload Universe: Not reported 202 GPRA Corrective Action Baseline: No Corrective Action Workload Universe: No Subject to Corrective Action Universe: No Non-TSDFs Where RCRA CA has Been Imposed Universe: No TSDFs Potentially Subject to CA Under 3004(u)/(v)Universe: No TSDFs Only Subject to CA under Discretionary Auth Universe: No Corrective Action Priority Ranking: No NCAPS ranking Environmental Control Indicator: No TC6651002.2s Page 23 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number GEARS OVER GRAVITY INC DBA TREK BICYCLE TUSTIN (Continued) 1024873256 Institutional Control Indicator: No Human Exposure Controls Indicator: N/A Groundwater Controls Indicator: N/A Operating TSDF Universe: Not reported Full Enforcement Universe: Not reported Significant Non-Complier Universe: No Unaddressed Significant Non-Complier Universe: No Addressed Significant Non-Complier Universe: No Significant Non-Complier With a Compliance Schedule Universe: No Financial Assurance Required: Not reported Handler Date of Last Change: 2018-12-20 13:53:18.0 Recognized Trader-Importer: No Recognized Trader-Exporter: No Importer of Spent Lead Acid Batteries: No Exporter of Spent Lead Acid Batteries: No Recycler Activity Without Storage: No Manifest Broker: No Sub-Part P Indicator: No Handler-Owner Operator: Owner/Operator Indicator: Owner Owner/Operator Name: JEFF SATTLER Legal Status: Other Date Became Current: Not reported Date Ended Current: Not reported Owner/Operator Address: 1201 FAIRHAVEN AVE 21 H Owner/Operator City,State,Zip: SANTA ANA,CA 92705 Owner/Operator Telephone: 714-916-1772 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Operator Owner/Operator Name: JEFF SATTLER Legal Status: Other Date Became Current: Not reported Date Ended Current: Not reported Owner/Operator Address: 115 N PROSPECT AVE Owner/Operator City,State,Zip: TUSTIN,CA 92780 Owner/Operator Telephone: 714-544-6091 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Historic Generators: Receive Date: 2018-12-18 00:00:00.0 Handler Name: GEARS OVER GRAVITY INC DBA TREK BICYCLE TUSTIN Federal Waste Generator Description: Not a generator,verified State District Owner: Not reported Large Quantity Handler of Universal Waste: No Recognized Trader Importer: No Recognized Trader Exporter: No Spent Lead Acid Battery Importer: No Spent Lead Acid Battery Exporter: No Current Record: Yes TC6651002.2s Page 24 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number GEARS OVER GRAVITY INC DBA TREK BICYCLE TUSTIN (Continued) 1024873256 Non Storage Recycler Activity: Not reported Electronic Manifest Broker: Not reported List of NAICS Codes and Descriptions: NAICS Code: 451110 NAICS Description: SPORTING GOODS STORES Facility Has Received Notices of Violations: Violations: No Violations Found Evaluation Action Summary: Evaluations: No Evaluations Found D8 SERVICE FIRST RCRA NonGen/NLR 1000598024 ENE 18001 IRVINE BLVD FINDS CAD983620626 < 1/8 TUSTIN,CA 92780 ECHO 0.108 mi. 572 ft. Site 1 of 3 in cluster D Relative: RCRA NonGen/NLR: Lower Date Form Received by Agency: 1992-03-04 00:00:00.0 Actual: Handler Name: SERVICE FIRST 137 ft. Handler Address: 18001 IRVINE BLVD Handler City,State,Zip: TUSTIN,CA 92780 EPA ID: CAD983620626 Contact Name: DAVID FISCHER Contact Address: 18001 IRVINE BLVD Contact City,State,Zip: TUSTIN,CA 92680 Contact Telephone: 714-573-2244 Contact Fax: Not reported Contact Email: Not reported Contact Title: Not reported EPA Region: 09 Land Type: Private Federal Waste Generator Description: Not a generator,verified Non-Notifier: Not reported Biennial Report Cycle: Not reported Accessibility: Not reported Active Site Indicator: Handler Activities State District Owner: Not reported State District: Not reported Mailing Address: 18001 IRVINE BLVD Mailing City,State,Zip: TUSTIN,CA 92780 Owner Name: SERVICE FIRST Owner Type: Private Operator Name: Not reported Operator Type: Not reported Short-Term Generator Activity: No Importer Activity: No Mixed Waste Generator: No Transporter Activity: Yes Transfer Facility Activity: No Recycler Activity with Storage: No Small Quantity On-Site Burner Exemption: No Smelting Melting and Refining Furnace Exemption: No TC6651002.2s Page 25 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SERVICE FIRST (Continued) 1000598024 Underground Injection Control: No Off-Site Waste Receipt: No Universal Waste Indicator: No Universal Waste Destination Facility: No Federal Universal Waste: No Active Site Fed-Reg Treatment Storage and Disposal Facility: Not reported Active Site Converter Treatment storage and Disposal Facility: Not reported Active Site State-Reg Treatment Storage and Disposal Facility: Not reported Active Site State-Reg Handler: --- Federal Facility Indicator: Not reported Hazardous Secondary Material Indicator: NN Sub-Part K Indicator: Not reported Commercial TSD Indicator: No Treatment Storage and Disposal Type: Not reported 2018 GPRA Permit Baseline: Not on the Baseline 2018 GPRA Renewals Baseline: Not on the Baseline Permit Renewals Workload Universe: Not reported Permit Workload Universe: Not reported Permit Progress Universe: Not reported Post-Closure Workload Universe: Not reported Closure Workload Universe: Not reported 202 GPRA Corrective Action Baseline: No Corrective Action Workload Universe: No Subject to Corrective Action Universe: No Non-TSDFs Where RCRA CA has Been Imposed Universe: No TSDFs Potentially Subject to CA Under 3004(u)/(v)Universe: No TSDFs Only Subject to CA under Discretionary Auth Universe: No Corrective Action Priority Ranking: No NCAPS ranking Environmental Control Indicator: No Institutional Control Indicator: No Human Exposure Controls Indicator: N/A Groundwater Controls Indicator: N/A Operating TSDF Universe: Not reported Full Enforcement Universe: Not reported Significant Non-Complier Universe: No Unaddressed Significant Non-Complier Universe: No Addressed Significant Non-Complier Universe: No Significant Non-Complier With a Compliance Schedule Universe: No Financial Assurance Required: Not reported Handler Date of Last Change: 2002-06-27 03:35:51.0 Recognized Trader-Importer: No Recognized Trader-Exporter: No Importer of Spent Lead Acid Batteries: No Exporter of Spent Lead Acid Batteries: No Recycler Activity Without Storage: Not reported Manifest Broker: Not reported Sub-Part P Indicator: No Handler-Owner Operator: Owner/Operator Indicator: Owner Owner/Operator Name: SERVICE FIRST Legal Status: Private Date Became Current: Not reported Date Ended Current: Not reported Owner/Operator Address: 18001 IRVINE BLVD Owner/Operator City,State,Zip: TUSTIN,CA 92680 TC6651002.2s Page 26 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SERVICE FIRST (Continued) 1000598024 Owner/Operator Telephone: 714-573-2200 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Historic Generators: Receive Date: 1992-03-04 00:00:00.0 Handler Name: SERVICE FIRST Federal Waste Generator Description: Not a generator,verified State District Owner: Not reported Large Quantity Handler of Universal Waste: No Recognized Trader Importer: No Recognized Trader Exporter: No Spent Lead Acid Battery Importer: No Spent Lead Acid Battery Exporter: No Current Record: Yes Non Storage Recycler Activity: Not reported Electronic Manifest Broker: Not reported List of NAICS Codes and Descriptions: NAICS Codes: No NAICS Codes Found Facility Has Received Notices of Violations: Violations: No Violations Found Evaluation Action Summary: Evaluations: No Evaluations Found FINDS: Registry ID: 110006483028 Click Here: 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: 1000598024 Registry ID: 110006483028 DFR URL: http://echo.epa.gov/detailed-facility-report?fid=110006483028 Name: SERVICE FIRST Address: 18001 IRVINE BLVD City,State,Zip: TUSTIN,CA 92780 TC6651002.2s Page 27 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number D9 KJ AUTO TRANS INC EDR Hist Auto 1020542741 ENE 18001 IRVINE BLVD STE 210 N/A < 1/8 TUSTIN,CA 92780 0.108 mi. 572 ft. Site 2 of 3 in cluster D Relative: EDR Hist Auto Lower Actual: Year: Name: Type: 137 ft. 2004 KJ AUTO TRANS INC Automotive Transmission Repair Shops E10 JAMES STEWART RCRA NonGen/NLR 1026046288 SSE 453 EAST 1ST ST CAC003052749 < 1/8 TUSTIN,CA 92780 0.123 mi. 649 ft. Site 1 of 4 in cluster E Relative: RCRA NonGen/NLR: Lower Date Form Received by Agency: 2020-01-24 00:00:00.0 Actual: Handler Name: JAMES STEWART 133 ft. Handler Address: 453 EAST 1ST ST Handler City,State,Zip: TUSTIN,CA 92780 EPA ID: CAC003052749 Contact Name: JAMES STEWART Contact Address: 453 EAST 1ST ST Contact City,State,Zip: TUSTIN,CA 92780 Contact Telephone: 714-669-1269 Contact Fax: Not reported Contact Email: ANAB@PWSEI.COM Contact Title: Not reported EPA Region: 09 Land Type: Not reported Federal Waste Generator Description: Not a generator,verified Non-Notifier: Not reported Biennial Report Cycle: Not reported Accessibility: Not reported Active Site Indicator: Not reported State District Owner: Not reported State District: Not reported Mailing Address: 453 EAST 1ST ST Mailing City,State,Zip: TUSTIN,CA 92780 Owner Name: JAMES STEWART Owner Type: Other Operator Name: JAMES STEWART Operator Type: Other Short-Term Generator Activity: No Importer Activity: No Mixed Waste Generator: No Transporter Activity: No Transfer Facility Activity: No Recycler Activity with Storage: No Small Quantity On-Site Burner Exemption: No Smelting Melting and Refining Furnace Exemption: No Underground Injection Control: No Off-Site Waste Receipt: No Universal Waste Indicator: No Universal Waste Destination Facility: No Federal Universal Waste: No Active Site Fed-Reg Treatment Storage and Disposal Facility: Not reported Active Site Converter Treatment storage and Disposal Facility: Not reported TC6651002.2s Page 28 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number JAMES STEWART (Continued) 1026046288 Active Site State-Reg Treatment Storage and Disposal Facility: Not reported Active Site State-Reg Handler: --- Federal Facility Indicator: Not reported Hazardous Secondary Material Indicator: N Sub-Part K Indicator: Not reported Commercial TSD Indicator: No Treatment Storage and Disposal Type: Not reported 2018 GPRA Permit Baseline: Not on the Baseline 2018 GPRA Renewals Baseline: Not on the Baseline Permit Renewals Workload Universe: Not reported Permit Workload Universe: Not reported Permit Progress Universe: Not reported Post-Closure Workload Universe: Not reported Closure Workload Universe: Not reported 202 GPRA Corrective Action Baseline: No Corrective Action Workload Universe: No Subject to Corrective Action Universe: No Non-TSDFs Where RCRA CA has Been Imposed Universe: No TSDFs Potentially Subject to CA Under 3004(u)/(v)Universe: No TSDFs Only Subject to CA under Discretionary Auth Universe: No Corrective Action Priority Ranking: No NCAPS ranking Environmental Control Indicator: No Institutional Control Indicator: No Human Exposure Controls Indicator: N/A Groundwater Controls Indicator: N/A Operating TSDF Universe: Not reported Full Enforcement Universe: Not reported Significant Non-Complier Universe: No Unaddressed Significant Non-Complier Universe: No Addressed Significant Non-Complier Universe: No Significant Non-Complier With a Compliance Schedule Universe: No Financial Assurance Required: Not reported Handler Date of Last Change: 2020-02-10 17:53:07.0 Recognized Trader-Importer: No Recognized Trader-Exporter: No Importer of Spent Lead Acid Batteries: No Exporter of Spent Lead Acid Batteries: No Recycler Activity Without Storage: No Manifest Broker: No Sub-Part P Indicator: No Handler-Owner Operator: Owner/Operator Indicator: Operator Owner/Operator Name: JAMES STEWART Legal Status: Other Date Became Current: Not reported Date Ended Current: Not reported Owner/Operator Address: 453 EAST 1 ST ST Owner/Operator City,State,Zip: TUSTIN,CA 92780 Owner/Operator Telephone: 714-669-1269 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Owner Owner/Operator Name: JAMES STEWART TC6651002.2s Page 29 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number JAMES STEWART (Continued) 1026046288 Legal Status: Other Date Became Current: Not reported Date Ended Current: Not reported Owner/Operator Address: 453 EAST 1 ST ST Owner/Operator City,State,Zip: TUSTIN,CA 92780 Owner/Operator Telephone: 714-669-1269 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Historic Generators: Receive Date: 2020-01-24 00:00:00.0 Handler Name: JAMES STEWART Federal Waste Generator Description: Not a generator,verified State District Owner: Not reported Large Quantity Handler of Universal Waste: No Recognized Trader Importer: No Recognized Trader Exporter: No Spent Lead Acid Battery Importer: No Spent Lead Acid Battery Exporter: No Current Record: Yes Non Storage Recycler Activity: Not reported Electronic Manifest Broker: Not reported List of NAICS Codes and Descriptions: NAICS Code: 56299 NAICS Description: ALL OTHER WASTE MANAGEMENT SERVICES Facility Has Received Notices of Violations: Violations: No Violations Found Evaluation Action Summary: Evaluations: No Evaluations Found D11 WILL BUCHER RCRA NonGen/NLR 1026474759 ENE 18031 IRVINE BLVD,UNIT 108, CAC003080474 1/8-1/4 TUSTIN,CA 92780 0.127 mi. 671 ft. Site 3 of 3 in cluster D Relative: RCRA NonGen/NLR: Lower Date Form Received by Agency: 2020-08-24 00:00:00.0 Actual: Handler Name: WILL BUCHER 137 ft. Handler Address: 18031 IRVINE BLVD,UNIT 108, Handler City,State,Zip: TUSTIN,CA 92780 EPA ID: CAC003080474 Contact Name: WILL BUCHER Contact Address: 18031 IRVINE BLVD,UNIT 108, Contact City,State,Zip: TUSTIN,CA 92780 Contact Telephone: 714-656-8574 Contact Fax: Not reported Contact Email: KYLE.BIAS@US.BELFOR.COM Contact Title: Not reported EPA Region: 09 Land Type: Not reported TC6651002.2s Page 30 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WILL BUCHER (Continued) 1026474759 Federal Waste Generator Description: Not a generator,verified Non-Notifier: Not reported Biennial Report Cycle: Not reported Accessibility: Not reported Active Site Indicator: Not reported State District Owner: Not reported State District: Not reported Mailing Address: 18031 IRVINE BLVD,UNIT 108, Mailing City,State,Zip: TUSTIN,CA 92780 Owner Name: WILL BUCHER Owner Type: Other Operator Name: WILL BUCHER Operator Type: Other Short-Term Generator Activity: No Importer Activity: No Mixed Waste Generator: No Transporter Activity: No Transfer Facility Activity: No Recycler Activity with Storage: No Small Quantity On-Site Burner Exemption: No Smelting Melting and Refining Furnace Exemption: No Underground Injection Control: No Off-Site Waste Receipt: No Universal Waste Indicator: No Universal Waste Destination Facility: No Federal Universal Waste: No Active Site Fed-Reg Treatment Storage and Disposal Facility: Not reported Active Site Converter Treatment storage and Disposal Facility: Not reported Active Site State-Reg Treatment Storage and Disposal Facility: Not reported Active Site State-Reg Handler: --- Federal Facility Indicator: Not reported Hazardous Secondary Material Indicator: N Sub-Part K Indicator: Not reported Commercial TSD Indicator: No Treatment Storage and Disposal Type: Not reported 2018 GPRA Permit Baseline: Not on the Baseline 2018 GPRA Renewals Baseline: Not on the Baseline Permit Renewals Workload Universe: Not reported Permit Workload Universe: Not reported Permit Progress Universe: Not reported Post-Closure Workload Universe: Not reported Closure Workload Universe: Not reported 202 GPRA Corrective Action Baseline: No Corrective Action Workload Universe: No Subject to Corrective Action Universe: No Non-TSDFs Where RCRA CA has Been Imposed Universe: No TSDFs Potentially Subject to CA Under 3004(u)/(v)Universe: No TSDFs Only Subject to CA under Discretionary Auth Universe: No Corrective Action Priority Ranking: No NCAPS ranking Environmental Control Indicator: No Institutional Control Indicator: No Human Exposure Controls Indicator: N/A Groundwater Controls Indicator: N/A Operating TSDF Universe: Not reported Full Enforcement Universe: Not reported Significant Non-Complier Universe: No Unaddressed Significant Non-Complier Universe: No TC6651002.2s Page 31 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WILL BUCHER (Continued) 1026474759 Addressed Significant Non-Complier Universe: No Significant Non-Complier With a Compliance Schedule Universe: No Financial Assurance Required: Not reported Handler Date of Last Change: 2020-09-04 15:31:05.0 Recognized Trader-Importer: No Recognized Trader-Exporter: No Importer of Spent Lead Acid Batteries: No Exporter of Spent Lead Acid Batteries: No Recycler Activity Without Storage: No Manifest Broker: No Sub-Part P Indicator: No Handler-Owner Operator: Owner/Operator Indicator: Operator Owner/Operator Name: WILL BUCHER Legal Status: Other Date Became Current: Not reported Date Ended Current: Not reported Owner/Operator Address: 18031 IRVINE BLVD, UNIT 108, Owner/Operator City,State,Zip: TUSTIN,CA 92780 Owner/Operator Telephone: 714-656-8574 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Owner Owner/Operator Name: WILL BUCHER Legal Status: Other Date Became Current: Not reported Date Ended Current: Not reported Owner/Operator Address: 18031 IRVINE BLVD, UNIT 108, Owner/Operator City,State,Zip: TUSTIN,CA 92780 Owner/Operator Telephone: 714-656-8574 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Historic Generators: Receive Date: 2020-08-24 00:00:00.0 Handler Name: WILL BUCHER Federal Waste Generator Description: Not a generator,verified State District Owner: Not reported Large Quantity Handler of Universal Waste: No Recognized Trader Importer: No Recognized Trader Exporter: No Spent Lead Acid Battery Importer: No Spent Lead Acid Battery Exporter: No Current Record: Yes Non Storage Recycler Activity: Not reported Electronic Manifest Broker: Not reported List of NAICS Codes and Descriptions: NAICS Code: 56299 NAICS Description: ALL OTHER WASTE MANAGEMENT SERVICES TC6651002.2s Page 32 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WILL BUCHER (Continued) 1026474759 Facility Has Received Notices of Violations: Violations: No Violations Found Evaluation Action Summary: Evaluations: No Evaluations Found 12 CARLOS&YVONNE GIRON RCRA NonGen/NLR 1025833618 WNW 17721 MILLER DR CAC003013195 1/8-1/4 TUSTIN,CA 92780 0.129 mi. 681 ft. Relative: RCRA NonGen/NLR: Higher Date Form Received by Agency: 2019-05-02 00:00:00.0 Actual: Handler Name: CARLOS&YVONNE GIRON 145 ft. Handler Address: 17721 MILLER DR Handler City,State,Zip: TUSTIN,CA 92780-2657 EPA ID: CAC003013195 Contact Name: CARLOS&YVONNE GIRON Contact Address: 17721 MILLER DR Contact City,State,Zip: TUSTIN,CA 92780-2657 Contact Telephone: 714-492-0643 Contact Fax: Not reported Contact Email: GENEVADEGUIRE@ALLIANCE-ENVIRO.COM Contact Title: Not reported EPA Region: 09 Land Type: Not reported Federal Waste Generator Description: Not a generator,verified Non-Notifier: Not reported Biennial Report Cycle: Not reported Accessibility: Not reported Active Site Indicator: Handler Activities State District Owner: Not reported State District: Not reported Mailing Address: 17721 MILLER DR Mailing City,State,Zip: TUSTIN,CA 92780-2657 Owner Name: CARLOS&YVONNE GIRON Owner Type: Other Operator Name: CARLOS&YVONNE GIRON Operator Type: Other Short-Term Generator Activity: No Importer Activity: No Mixed Waste Generator: No Transporter Activity: No Transfer Facility Activity: No Recycler Activity with Storage: No Small Quantity On-Site Burner Exemption: No Smelting Melting and Refining Furnace Exemption: No Underground Injection Control: No Off-Site Waste Receipt: No Universal Waste Indicator: Yes Universal Waste Destination Facility: Yes Federal Universal Waste: No Active Site Fed-Reg Treatment Storage and Disposal Facility: Not reported Active Site Converter Treatment storage and Disposal Facility: Not reported Active Site State-Reg Treatment Storage and Disposal Facility: Not reported TC6651002.2s Page 33 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CARLOS&YVONNE GIRON (Continued) 1025833618 Active Site State-Reg Handler: --- Federal Facility Indicator: Not reported Hazardous Secondary Material Indicator: N Sub-Part K Indicator: Not reported Commercial TSD Indicator: No Treatment Storage and Disposal Type: Not reported 2018 GPRA Permit Baseline: Not on the Baseline 2018 GPRA Renewals Baseline: Not on the Baseline Permit Renewals Workload Universe: Not reported Permit Workload Universe: Not reported Permit Progress Universe: Not reported Post-Closure Workload Universe: Not reported Closure Workload Universe: Not reported 202 GPRA Corrective Action Baseline: No Corrective Action Workload Universe: No Subject to Corrective Action Universe: No Non-TSDFs Where RCRA CA has Been Imposed Universe: No TSDFs Potentially Subject to CA Under 3004(u)/(v)Universe: No TSDFs Only Subject to CA under Discretionary Auth Universe: No Corrective Action Priority Ranking: No NCAPS ranking Environmental Control Indicator: No Institutional Control Indicator: No Human Exposure Controls Indicator: N/A Groundwater Controls Indicator: N/A Operating TSDF Universe: Not reported Full Enforcement Universe: Not reported Significant Non-Complier Universe: No Unaddressed Significant Non-Complier Universe: No Addressed Significant Non-Complier Universe: No Significant Non-Complier With a Compliance Schedule Universe: No Financial Assurance Required: Not reported Handler Date of Last Change: 2019-06-27 11:34:32.0 Recognized Trader-Importer: No Recognized Trader-Exporter: No Importer of Spent Lead Acid Batteries: No Exporter of Spent Lead Acid Batteries: No Recycler Activity Without Storage: No Manifest Broker: No Sub-Part P Indicator: No Handler-Owner Operator: Owner/Operator Indicator: Owner Owner/Operator Name: CARLOS&YVONNE GIRON Legal Status: Other Date Became Current: Not reported Date Ended Current: Not reported Owner/Operator Address: 17721 MILLER DR Owner/Operator City,State,Zip: TUSTIN,CA 92780-2657 Owner/Operator Telephone: 714-492-0643 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Operator Owner/Operator Name: CARLOS&YVONNE GIRON Legal Status: Other TC6651002.2s Page 34 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CARLOS&YVONNE GIRON (Continued) 1025833618 Date Became Current: Not reported Date Ended Current: Not reported Owner/Operator Address: 17721 MILLER DR Owner/Operator City,State,Zip: TUSTIN,CA 92780-2657 Owner/Operator Telephone: 714-492-0643 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Historic Generators: Receive Date: 2019-05-02 00:00:00.0 Handler Name: CARLOS&YVONNE GIRON Federal Waste Generator Description: Not a generator,verified State District Owner: Not reported Large Quantity Handler of Universal Waste: No Recognized Trader Importer: No Recognized Trader Exporter: No Spent Lead Acid Battery Importer: No Spent Lead Acid Battery Exporter: No Current Record: Yes Non Storage Recycler Activity: Not reported Electronic Manifest Broker: Not reported List of NAICS Codes and Descriptions: NAICS Code: 56299 NAICS Description: ALL OTHER WASTE MANAGEMENT SERVICES Facility Has Received Notices of Violations: Violations: No Violations Found Evaluation Action Summary: Evaluations: No Evaluations Found C13 MOBIL OIL LUST S102433815 SW 171 1ST Cortese N/A 1/8-1/4 TUSTIN,CA 92680 HIST CORTESE 0.130 mi. CERS 685 ft. Site 2 of 5 in cluster C Relative: LUST: Lower Name: MOBIL#18-H7H Actual: Address: 1711ST 136 ft. City,State,Zip: TUSTIN,CA 92780 Lead Agency: ORANGE COUNTY LOP Case Type: LUST Cleanup Site Geo Track: http://geotracker.waterboards.ca.gov/profile_report.asp?global_id=T0605901987 Global Id: T0605901987 Latitude: 33.746041 Longitude: -117.822798 Status: Completed-Case Closed Status Date: 12/17/2002 Case Worker: SR RB Case Number: 083002899T Local Agency: ORANGE COUNTY LOP File Location: Local Agency TC6651002.2s Page 35 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number MOBIL OIL (Continued) S102433815 Local Case Number: 98UT026 Potential Media Affect: Soil Potential Contaminants of Concern: Gasoline Site History: Not reported LUST: Global Id: T0605901987 Contact Type: Regional Board Caseworker Contact Name: ROSE SCOTT Organization Name: SANTA ANA RWQCB(REGION 8) Address: 3737 MAIN STREET,SUITE 500 City: RIVERSIDE Email: rose.scoft@waterboards.ca.gov Phone Number: 9513206375 Global Id: T0605901987 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 LUST: Global Id: T0605901987 Action Type: RESPONSE Date: 11/07/2000 Action: Request for Closure Global Id: T0605901987 Action Type: RESPONSE Date: 05/23/1998 Action: Request for Closure Global Id: T0605901987 Action Type: Other Date: 12/22/1997 Action: Leak Discovery Global Id: T0605901987 Action Type: RESPONSE Date: 11/08/2000 Action: Other Report/Document Global Id: T0605901987 Action Type: RESPONSE Date: 08/03/2001 Action: Other Report/Document Global Id: T0605901987 Action Type: RESPONSE Date: 05/02/2001 Action: Other Report/Document Global Id: T0605901987 Action Type: Other TC6651002.2s Page 36 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number MOBIL OIL (Continued) S102433815 Date: 12/22/1997 Action: Leak Reported Global Id: T0605901987 Action Type: ENFORCEMENT Date: 05/08/1998 Action: Staff Letter Global Id: T0605901987 Action Type: ENFORCEMENT Date: 09/15/1996 Action: Unauthorized Release Form Global Id: T0605901987 Action Type: ENFORCEMENT Date: 11/07/1988 Action: Closure/No Further Action Letter Global Id: T0605901987 Action Type: ENFORCEMENT Date: 04/24/1998 Action: Staff Letter Global Id: T0605901987 Action Type: RESPONSE Date: 02/15/2002 Action: Other Report/Document Global Id: T0605901987 Action Type: ENFORCEMENT Date: 02/05/1988 Action: Unauthorized Release Form Global Id: T0605901987 Action Type: ENFORCEMENT Date: 12/22/1997 Action: Staff Letter Global Id: T0605901987 Action Type: ENFORCEMENT Date: 03/31/1998 Action: Staff Letter Global Id: T0605901987 Action Type: ENFORCEMENT Date: 07/08/1998 Action: Closure Denial Letter Global Id: T0605901987 Action Type: RESPONSE Date: 07/03/1998 Action: Request for Closure Global Id: T0605901987 Action Type: RESPONSE Date: 02/05/2001 Action: Other Report/Document TC6651002.2s Page 37 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number MOBIL OIL (Continued) S102433815 Global Id: T0605901987 Action Type: ENFORCEMENT Date: 12/17/2002 Action: Closure/No Further Action Letter LUST: Global Id: T0605901987 Status: Open-Case Begin Date Status Date: 12/22/1997 Global Id: T0605901987 Status: Completed-Case Closed Status Date: 12/17/2002 Name: MOBIL OIL Address: 171 1ST City,State,Zip: TUSTIN,CA 92680 Lead Agency: ORANGE COUNTY LOP Case Type: LUST Cleanup Site Geo Track: hftp://geotracker.waterboards.ca.gov/profile_report.asp?global_id=T0605900622 Global Id: T0605900622 Latitude: 33.746041 Longitude: -117.822798 Status: Completed-Case Closed Status Date: 10/27/1988 Case Worker: SR RB Case Number: 083000784T Local Agency: ORANGE COUNTY LOP File Location: Local Agency Local Case Number: 88UT026 Potential Media Affect: Other Groundwater(uses other than drinking water) Potential Contaminants of Concern: Waste Oil/Motor/Hydraulic/Lubricating Site History: Not reported LUST: Global Id: T0605900622 Contact Type: Regional Board Caseworker Contact Name: ROSE SCOTT Organization Name: SANTA ANA RWQCB(REGION 8) Address: 3737 MAIN STREET,SUITE 500 City: RIVERSIDE Email: rose.scoft@waterboards.ca.gov Phone Number: 9513206375 Global Id: T0605900622 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 LUST: Global Id: T0605900622 Action Type: Other TC6651002.2s Page 38 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number MOBIL OIL (Continued) S102433815 Date: 01/21/1988 Action: Leak Discovery Global Id: T0605900622 Action Type: Other Date: 01/21/1988 Action: Leak Reported LUST: Global Id: T0605900622 Status: Open-Case Begin Date Status Date: 01/21/1988 Global Id: T0605900622 Status: Completed-Case Closed Status Date: 10/27/1988 LUST REG 8: Name: MOBIL OIL Address: 171 1ST City: TU STI N Region: 8 County: Orange Regional Board: Santa Ana Region Facility Status: Case Closed Case Number: 083000784T Local Case Num: 88UT026 Case Type: Other ground water affected Substance: Waste Oil 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: T0605900622 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: 1/21/1988 Enforcement Date: Not reported Close Date: 10/27/1988 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 TC6651002.2s Page 39 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number MOBIL OIL (Continued) S102433815 Facility Contact: Not reported Interim: Not reported Oversite Program: LUST Latitude: 33.7381061 Longitude: -117.819614 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: RS 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 Name: MOBIL#18-H7H Address: 171 1ST City: TU STI N Region: 8 County: Orange Regional Board: Santa Ana Region Facility Status: Case Closed Case Number: 083002899T Local Case Num: 98UT026 Case Type: Soil only Substance: Gasoline 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: T0605901987 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: 12/22/1997 Enforcement Date: Not reported Close Date: 12/17/2002 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 TC6651002.2s Page 40 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number MOBIL OIL (Continued) S102433815 GW Qualifies: Not reported Soil Qualifies: Not reported Operator: Not reported Facility Contact: Not reported Interim: Not reported Oversite Program: LUST Latitude: 33.7381061 Longitude: -117.819614 MTBE Date: Not reported Max MTBE GW: Not reported MTBE Concentration: 0 Max MTBE Soil: Not reported MTBE Fuel: 1 MTBE Tested: Site NOT Tested for MTBE.Includes Unknown and Not Analyzed. MTBE Class: Staff: RS 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 CORTESE: Name: MOBIL#18-H7H Address: 171 1ST City,State,Zip: TUSTIN,CA 92780 Region: CORTESE Envirostor Id: Not reported Global ID: T0605901987 Site/Facility Type: LUST CLEANUP SITE Cleanup Status: COMPLETED-CASE CLOSED 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: active Order No: Not reported Waste Discharge System No: Not reported Effective Date: Not reported Region 2: Not reported WID Id: Not reported Solid Waste Id No: Not reported Waste Management Lit Name: Not reported File Name: Active Open Name: MOBIL OIL Address: 171 IST City,State,Zip: TUSTIN,CA 92680 Region: CORTESE Envirostor Id: Not reported TC6651002.2s Page 41 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number MOBIL OIL (Continued) S102433815 Global ID: T0605900622 Site/Facility Type: LUST CLEANUP SITE Cleanup Status: COMPLETED-CASE CLOSED 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: active Order No: Not reported Waste Discharge System No: Not reported Effective Date: Not reported Region 2: Not reported WID Id: Not reported Solid Waste Id No: Not reported Waste Management Lit Name: Not reported File Name: Active Open HIST CORTESE: edr_fname: MOBIL#18-H7H edr_fadd1: 171 01ST City,State,Zip: TUSTIN,CA 92680 Region: CORTESE Facility County Code: 30 Reg By: LTNKA Reg Id: 083000784T edr_fname: MOBIL#18-H7H edr_fadd1: 171 City,State,Zip: TUSTIN,CA 92680 Region: CORTESE Facility County Code: 30 Reg By: LTNKA Reg Id: 083002899T CERS: Name: MOBIL OIL Address: 171 1ST City,State,Zip: TUSTIN,CA 92680 Site ID: 222958 CERS ID: T0605900622 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 Affiliation Phone: 7144336262 Affiliation Type Desc: Regional Board Caseworker TC6651002.2s Page 42 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number MOBIL OIL (Continued) S102433815 Entity Name: ROSE SCOTT-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: 9513206375 Name: MOBIL#18-H7H Address: 171 1ST City,State,Zip: TUSTIN,CA 92780 Site ID: 193349 CERS ID: T0605901987 CERS Description: Leaking Underground Storage Tank Cleanup Site Affiliation: Affiliation Type Desc: Regional Board Caseworker Entity Name: ROSE SCOTT-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: 9513206375 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 Affiliation Phone: 7144336262 C14 STEVEN L KELSO HIST UST S105644277 SW 171 E FIRST ST CHMIRS N/A 1/8-1/4 TUSTIN,CA 92680 0.136 mi. 718 ft. Site 3 of 5 in cluster C Relative: HIST UST: Lower Name: STEVEN L KELSO Actual: Address: 171 E FIRST ST 136 ft. City,State,Zip: TUSTIN,CA 92680 File Number: 0002EBA9 URL: http://geotracker.waterboards.ca.gov/ustpdfs/pdf/0002EBA9.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 TC6651002.2s Page 43 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number STEVEN L KELSO (Continued) S105644277 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 Click here for Geo Tracker PDF: CHMIRS: Name: Not reported Address: 171 EAST FIRST STREET MOBIL STATION 18H7H City,State,Zip: TUSTIN,CA OES Incident Number: 15489 OES notification: Not reported OES Date: 9/10/1996 OES Time: 08:51:50 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: mobile oil Containment: Not reported What Happened: Not reported Type: PETROLEUM Measure: Not reported Other: Not reported TC6651002.2s Page 44 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number STEVEN L KELSO (Continued) S105644277 Date/Time: Not reported Year: 1996 Agency: mobil oil Incident Date: 1600 09Sep96 Admin Agency: Not reported Amount: unk(5'soil) Contained: NO Site Type: S/S E Date: Not reported Substance: waste oil 12ppm 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: getting ready for construction to a site,soil sample underway. C15 MOBIL#18-H7H LUST S101589143 SW 171 E 1ST ST SWEEPS UST N/A 1/8-1/4 TUSTIN,CA 92680 CA FID UST 0.136 mi. 718 ft. Site 4 of 5 in cluster C Relative: ORANGE CO. LUST: Lower Name: MOBIL#18-H7H Actual: Address: 171 E 1ST ST 136 ft. City,State,Zip: TUSTIN,CA 92780 Region: ORANGE Facility Id: 98UT026 Released Substance: Gasoline-Automotive(motor gasoline and additives),leaded&unleaded Date Closed: 12/17/2002 Record ID: R00001670 Name: MOBIL OIL Address: 171 E 1ST ST City,State,Zip: TUSTIN,CA 92680 Region: ORANGE Facility Id: 88UT026 Released Substance: Waste oil/Used oil Date Closed: 10/27/1988 Record ID: R00001406 SWEEPS UST: Name: MOBIL#18-H7H Address: 171 E 1 ST ST TC6651002.2s Page 45 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number MOBIL#18-1-171-1 (Continued) S101589143 City: TUSTIN Status: Active Comp Number: 2281 Number: 9 Board Of Equalization: 44-000400 Referral Date: 09-30-92 Action Date: 09-15-92 Created Date: 02-29-88 Owner Tank Id: Not reported SWRCB Tank Id: 30-000-002281-000001 Tank Status: A Capacity: 500 Active Date: Not reported Tank Use: PETROLEUM STG: P Content: Not reported Number Of Tanks: 4 Name: MOBIL#18-H7H Address: 171 E 1 ST ST City: TUSTIN Status: Active Comp Number: 2281 Number: 9 Board Of Equalization: 44-000400 Referral Date: 09-30-92 Action Date: 09-15-92 Created Date: 02-29-88 Owner Tank Id: Not reported SWRCB Tank Id: 30-000-002281-000004 Tank Status: A Capacity: 10000 Active Date: Not reported Tank Use: M.V.FUEL STG: P Content: DIESEL Number Of Tanks: Not reported Name: MOBIL#18-H7H Address: 171 E 1 ST ST City: TUSTIN Status: Active Comp Number: 2281 Number: 9 Board Of Equalization: 44-000400 Referral Date: 09-30-92 Action Date: 09-15-92 Created Date: 02-29-88 Owner Tank Id: Not reported SWRCB Tank Id: 30-000-002281-000005 Tank Status: A Capacity: 12000 Active Date: Not reported Tank Use: M.V.FUEL STG: P Content: REG UNLEADED Number Of Tanks: Not reported TC6651002.2s Page 46 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number MOBIL#18-H7H (Continued) S101589143 Name: MOBIL#18-H7H Address: 171 E 1 ST ST City: TUSTIN Status: Active Comp Number: 2281 Number: 9 Board Of Equalization: 44-000400 Referral Date: 09-30-92 Action Date: 09-15-92 Created Date: 02-29-88 Owner Tank Id: Not reported SWRCB Tank Id: 30-000-002281-000006 Tank Status: A Capacity: 6000 Active Date: Not reported Tank Use: M.V.FUEL STG: P Content: LEADED Number Of Tanks: Not reported CA FID UST: Facility ID: 30001621 Regulated By: UTNKA Regulated ID: Not reported Cortese Code: Not reported SIC Code: Not reported Facility Phone: 7145528460 Mail To: Not reported Mailing Address: 3225 GALLOWS RD ATTN: EAR 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 C16 STEVEN L. KELSO HIST UST 0001577914 SW 171 E 1ST ST N/A 1/8-1/4 TUSTIN,CA 92680 0.136 mi. 718 ft. Site 5 of 5 in cluster C Relative: HIST UST: Lower Name: STEVEN L.KELSO Actual: Address: 171 E 1ST ST 136 ft. City,State,Zip: TUSTIN,CA 92680 File Number: Not reported URL: Not reported Region: STATE Facility ID: 00000039359 Facility Type: Gas Station Other Type: Not reported Contact Name: Not reported Telephone: 7145442923 TC6651002.2s Page 47 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number STEVEN L.KELSO (Continued) 0001577914 Owner Name: MOBIL OIL CORPORATION Owner Address: 612 S. FLOWER STREET Owner City,St,Zip: LOS ANGELES,CA 90017 Total Tanks: 0004 Tank Num: 001 Container Num: 1 Year Installed: Not reported Tank Capacity: 00012000 Tank Used for: PRODUCT Type of Fuel: UNLEADED Container Construction Thickness: Not reported Leak Detection: Stock Inventor Tank Num: 002 Container Num: 2 Year Installed: Not reported Tank Capacity: 00010000 Tank Used for: PRODUCT Type of Fuel: REGULAR Container Construction Thickness: Not reported Leak Detection: Stock Inventor Tank Num: 003 Container Num: 3 Year Installed: Not reported Tank Capacity: 00006000 Tank Used for: PRODUCT Type of Fuel: PREMIUM Container Construction Thickness: Not reported Leak Detection: Stock Inventor Tank Num: 004 Container Num: 4 Year Installed: Not reported Tank Capacity: 00000280 Tank Used for: WASTE Type of Fuel: WASTE OIL Container Construction Thickness: Not reported Leak Detection: Stock Inventor F17 BIG O TIRES#5825 CERS HAZ WASTE S113046295 SW 131 E 1ST ST CERS N/A 1/8-1/4 TUSTIN,CA 92780 0.145 mi. 764 ft. Site 1 of 3 in cluster F Relative: CERS HAZ WASTE: Lower Name: BIG O TIRES#5825 Actual: Address: 131 E 1ST ST 136 ft. City,State,Zip: TUSTIN,CA 92780 Site ID: 379818 CERS ID: 10408141 CERS Description: Hazardous Waste Generator CERS: Name: BIG O TIRES#5825 TC6651002.2s Page 48 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number BIG O TIRES#5825 (Continued) S113046295 Address: 131 E 1 ST ST City,State,Zip: TUSTIN,CA 92780 Site ID: 379818 CERS ID: 10408141 CERS Description: Chemical Storage Facilities Evaluation: Eval General Type: Compliance Evaluation Inspection Eval Date: 08-26-2014 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 Derek Tyson.Observed the shop area,waste storage areas,perimeter of facility and trash container.Drums of wastes are labeled and appear to be in good condition.Wastes include oil, filters,coolant,mop water,and a parts washer.Manifests for waste disposal are available for review.Complete the emergency response label and post in the facility.Verified the owner as Golden West Tire Centers,LLC. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 12-07-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: HMBEP declined.The followin notes were included in the review: "Please address the comments from the previous review.They are shown below for your reference.The hazardous components box for mop water should be[64742-65-0 Petroleum oil 1%].Please change the component name to petroleum oil.Site map is missing locations for emergency shut offs(water and natural gas),emergency response equipment (absorbent/spill kit)and sewer/storm drains.Add these to the site map." Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 01-26-2018 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Facility has complied with the 2018 reporting requirement.Reviewed and declined HMBEP submittal.The following correction is needed: CONTINGENCY PLAN G please correct the telephone numberforthe local unified program agency(714-433-6000). Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 02-04-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: 2016 HMBEP Annual Certification Approval.The following documents were received and ACCEPTED on E-Submit:Business Activities Page Business Owner Operator Information Chemical Inventory for 5 material(s) TC6651002.2s Page 49 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number BIG O TIRES#5825 (Continued) S113046295 Facility Site Map Emergency Plan A copy of the report was sent to the facility. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 02-08-2018 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 6 chemicals(3 are waste). Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 04-04-2014 Violations Found: No Eval Type: Routine done by local agency Eval Notes: Big O Tires#5821 131 E 1 st St Tustin,CA 92780 Big O Tires#5821 131 E 1st St Tustin,CA 92780 Add facility to hazardous materials program. 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: Compliance Evaluation Inspection Eval Date: 06-14-2017 Violations Found: No Eval Type: Routine done by local agency Eval Notes: Onsite to conduct a routine hazardous waste inspection.Met with Jorge Ramirez. Inspected used oil,drained used oil/fuel filters,absorbent, aqueous parts cleaner and waste antifreeze.Drums were provided with a lid,stored in a secure manner and appear to be in good condition.The operator completes a maintenance inspection on the drums on a weekly basis.A Hazardous Waste label was noted on all drums with the required identification.Municipal dumpster area does not appear to contain any hazardous waste.Perimeter of facility inspected-did not observe any water runoff or staining at this time. Hazardous Waste Emergency Response plan was available for review.Manifests and bills of lading for all hazardous waste streams were reviewed today.Ensure all hazardous waste manifests/disposal documents are maintained on site for at least three years from the date of transport and are available for review during normal business hours.Please continue to all[Truncated] Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 06-14-2017 Violations Found: No Eval Type: Routine done by local agency Eval Notes: The purpose of this visit is to conduct a routine Hazardous Materials Disclosure inspection.Met with Jorge Ramirez.During the inspection TC6651002.2s Page 50 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number BIG O TIRES#5825 (Continued) S113046295 the following was observed: Reviewed list of chemicals stored onsite and online.Reviewed training records onsite and online.The facility representative onsite stated that staff are trained at least yearly on emergency response procedures and hazardous waste management.The operator is also aware that new staff must be trained on emergency response within six months of employment and then yearly after that. Reviewed Business Emergency Plan/Plot Plan online.Completely reviewed and approved online CUPA form submittal on California Environmental Reporting System(CERS) Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 06-18-2020 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous materials inspection.An inspection of the facility was completed with Aureliano Garcia.Observed the hazardous materials storage areas.The following reportable hazardous materials were observed today:-New antifreeze-Waste antifreeze- New motor oil-Transmission fluid-Waste mop water-Waste oil Reviewed and verified site map item locations. Emergency response and contact information is available for review. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 06-18-2020 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous waste inspection.An inspection of the facility was completed with Aureliano Garcia.Observed the shop area, waste storage area,perimeter of facility and trash container. Containers of wastes are covered and labeled.Wastes include oil,oil filters,antifreeze,and parts washer.Manifests for waste disposal are available for review.Emergency response and contact information is on site and available for review. 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 Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 08-01-2013 Violations Found: No Eval Type: Routine done by local agency TC6651002.2s Page 51 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number BIG O TIRES#5825 (Continued) S113046295 Eval Notes: Big O Tires#5825 131 E. 1st Street Tustin,CA 92780 On site for a routine hazardous waste inspection.Consent to enter and inspect granted by Brian Goegan.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,mop water,and parts washer.Manifests for waste disposal are available for review. Keep manifests for at least 3 years.Complete the emergency response label and post in the facility.Verified the owner as Golden West Tire Centers,LLC.An annual hazardous waste fee will be assessed. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 08-08-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed and declined submittal in a submit.Please make the following modifications:New oil and new ATF should be listed as"pure"not "mixtures.The each have specific CAS numbers."Use CAS number 64742-65-0 for the motor oil disclosures and 64743-57-0 for the ATF disclosure.The second to last disclosed chemical is listed as just "waste".The assumption is that this is waste oil.Common name should be waste oil. In the hazardous components box use"motor oil"for the component.The hazardous components box for mop water should be [64742-65-0 Petroleum oil 1%].Need to determine how much sulfuric acid is contained in the batteries.Then disclose batteries as follows:Common name is lead Acid Batteries.List as liquid.List in gallons.Hazardous components box[7664-93-9 Sulfuric Acid 40%]Site map is missing locations for emergency shut offs(water and natural gas),emergency response equipment(absorbent/spill kit)and sewer/storm drains.Add these to[Truncated] Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 08-14-2013 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Processed A21. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 08-26-2014 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 Derek Tyson.Observed the shop and hazardous materials storage areas.The following hazardous materials were observed today:-New bulk motor oil-New bulk transmission oil-New synthetic oil-New antifreeze/coolant-Waste oil-Oily mop water- Waste antifreeze"Submit a copy of the annual employee hazardous materials training signature sheet to this agency."Businesses who handle or store hazardous materials in quantities equal to or TC6651002.2s Page 52 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number BIG O TIRES#5825 (Continued) S113046295 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 either the County E-Submit Portal (www.esubmit.ocgov.com)or the State CERS Portal (http://cers.calepa.ca.gov).Complete the electronic submittal within 30 days of receipt of this[Truncated] Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Coordinates: Site ID: 379818 Facility Name: BIG O TIRES#5825 Env Int Type Code: HWG Program ID: 10408141 Coord Name: Not reported Ref Point Type Desc: Center of a facility or station. Latitude: 33.746040 Longitude: -117.823270 Affiliation: Affiliation Type Desc: Environmental Contact Entity Name: MICHAEL BIDDLE Entity Title: Not reported Affiliation Address: 10934 Portal Dr. Affiliation City: Los Alamitos Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 90720 Affiliation Phone: Not reported Affiliation Type Desc: Identification Signer Entity Name: MATTHEW GRECO Entity Title: MANAGING MEMBER 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: GOLDEN WEST TIRE CENTERS,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: CUPA District Entity Name: Orange County Env Health Entity Title: Not reported Affiliation Address: 1241 East Dyer RoadSuite 120 TC6651002.2s Page 53 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number BIG O TIRES#5825 (Continued) S113046295 Affiliation City: Santa Ana Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92705-5611 Affiliation Phone: (714)433-6406 Affiliation Type Desc: Document Preparer Entity Name: LESLIE LOPEZ 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: GOLDEN WEST TIRE CENTERS, 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: (714)236-0715 Affiliation Type Desc: Facility Mailing Address Entity Name: Mailing Address Entity Title: Not reported Affiliation Address: 10934 PORTAL DR Affiliation City: LOS ALAMITOS Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 90720 Affiliation Phone: Not reported Affiliation Type Desc: Legal Owner Entity Name: GOLDEN WEST TIRE CENTERS, LLC Entity Title: Not reported Affiliation Address: 10934 PORTAL Affiliation City: LOS ALAMITOS Affiliation State: CA Affiliation Country: United States Affiliation Zip: 90720 Affiliation Phone: (714)236-0715 F18 BIG O TIRES RCRA NonGen/NLR 1000125313 Sw 131 E FIRST ST FINDS CAD981667884 1/8-1/4 TUSTIN,CA 92780 ECHO 0.145 mi. 764 ft. Site 2 of 3 in cluster F Relative: RCRA NonGen/NLR: Lower Date Form Received by Agency: 1993-01-04 00:00:00.0 Actual: Handler Name: BIG O TIRES 136 ft. Handler Address: 131 E FIRST ST Handler City,State,Zip: TUSTIN,CA 92780 TC6651002.2s Page 54 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number BIG O TIRES (Continued) 1000125313 EPA ID: CAD981667884 Contact Name: ENVIRONMENTAL MANAGER Contact Address: 131 E FIRST ST Contact City,State,Zip: TUSTIN,CA 92680 Contact Telephone: 714-544-9431 Contact Fax: Not reported Contact Email: Not reported Contact Title: Not reported EPA Region: 09 Land Type: Other Federal Waste Generator Description: Not a generator,verified Non-Notifier: Not reported Biennial Report Cycle: Not reported Accessibility: Not reported Active Site Indicator: Not reported State District Owner: CA State District: 4 Mailing Address: 323 W CASTOR ST Mailing City,State,Zip: SANTA ANA,CA 92704 Owner Name: SECURITY CAL INC Owner Type: Private Operator Name: NOT REQUIRED Operator Type: Private Short-Term Generator Activity: No Importer Activity: No Mixed Waste Generator: No Transporter Activity: No Transfer Facility Activity: No Recycler Activity with Storage: No Small Quantity On-Site Burner Exemption: No Smelting Melting and Refining Furnace Exemption: No Underground Injection Control: No Off-Site Waste Receipt: No Universal Waste Indicator: No Universal Waste Destination Facility: No Federal Universal Waste: No Active Site Fed-Reg Treatment Storage and Disposal Facility: Not reported Active Site Converter Treatment storage and Disposal Facility: Not reported Active Site State-Reg Treatment Storage and Disposal Facility: Not reported Active Site State-Reg Handler: --- Federal Facility Indicator: Not reported Hazardous Secondary Material Indicator: NN Sub-Part K Indicator: Not reported Commercial TSD Indicator: No Treatment Storage and Disposal Type: Not reported 2018 GPRA Permit Baseline: Not on the Baseline 2018 GPRA Renewals Baseline: Not on the Baseline Permit Renewals Workload Universe: Not reported Permit Workload Universe: Not reported Permit Progress Universe: Not reported Post-Closure Workload Universe: Not reported Closure Workload Universe: Not reported 202 GPRA Corrective Action Baseline: No Corrective Action Workload Universe: No Subject to Corrective Action Universe: No Non-TSDFs Where RCRA CA has Been Imposed Universe: No TSDFs Potentially Subject to CA Under 3004(u)/(v)Universe: No TC6651002.2s Page 55 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number BIG O TIRES (Continued) 1000125313 TSDFs Only Subject to CA under Discretionary Auth Universe: No Corrective Action Priority Ranking: No NCAPS ranking Environmental Control Indicator: No Institutional Control Indicator: No Human Exposure Controls Indicator: N/A Groundwater Controls Indicator: N/A Operating TSDF Universe: Not reported Full Enforcement Universe: Not reported Significant Non-Complier Universe: No Unaddressed Significant Non-Complier Universe: No Addressed Significant Non-Complier Universe: No Significant Non-Complier With a Compliance Schedule Universe: No Financial Assurance Required: Not reported Handler Date of Last Change: 2002-06-27 03:28:40.0 Recognized Trader-Importer: No Recognized Trader-Exporter: No Importer of Spent Lead Acid Batteries: No Exporter of Spent Lead Acid Batteries: No Recycler Activity Without Storage: Not reported Manifest Broker: Not reported Sub-Part P Indicator: No Handler-Owner Operator: Owner/Operator Indicator: Owner Owner/Operator Name: SECURITY CAL INC Legal Status: Private Date Became Current: Not reported Date Ended Current: Not reported Owner/Operator Address: NOT REQUIRED Owner/Operator City,State,Zip: NOT REQUIRED, ME 99999 Owner/Operator Telephone: 415-555-1212 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Operator Owner/Operator Name: NOT REQUIRED Legal Status: Private Date Became Current: Not reported Date Ended Current: Not reported Owner/Operator Address: NOT REQUIRED Owner/Operator City,State,Zip: NOT REQUIRED,ME 99999 Owner/Operator Telephone: 415-555-1212 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Historic Generators: Receive Date: 1993-01-04 00:00:00.0 Handler Name: BIG O TIRES Federal Waste Generator Description: Not a generator,verified State District Owner: CA Large Quantity Handler of Universal Waste: No Recognized Trader Importer: No Recognized Trader Exporter: No TC6651002.2s Page 56 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number BIG O TIRES (Continued) 1000125313 Spent Lead Acid Battery Importer: No Spent Lead Acid Battery Exporter: No Current Record: Yes Non Storage Recycler Activity: Not reported Electronic Manifest Broker: Not reported List of NAICS Codes and Descriptions: NAICS Code: 44131 NAICS Description: AUTOMOTIVE PARTS AND ACCESSORIES STORES Facility Has Received Notices of Violations: Violations: No Violations Found Evaluation Action Summary: Evaluations: No Evaluations Found FINDS: Registry ID: 110006473397 Click Here: 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. STATE MASTER UORS(California-Used Oil Recycling System). California Integrated Waste Management Board(CIWMB)helps communities establish and promote convenient collection opportunities for used oil and used oil filters. dirk this hgpPrlink while viewing on your computer to access additional FINDS:detail in the EDR Site Report. ECHO: Envid: 1000125313 Registry ID: 110006473397 DFR URL: http://echo.epa.gov/detailed-facility-report?fid=110006473397 Name: BIG O TIRES Address: 131 E FIRST ST City,State,Zip: TUSTIN,CA 92780 F19 GOLDEN WEST TIRES CENTERS LLC DBA BIG O TIRES#582 RCRA NonGen/NLR 1024837778 SW 131 E 1ST ST CAL000383795 1/8-1/4 TUSTIN,CA 92780 0.145 mi. 764 ft. Site 3 of 3 in cluster F Relative: RCRA NonGen/NLR: Lower Date Form Received by Agency: 2013-03-26 00:00:00.0 Actual: Handler Name: GOLDEN WEST TIRES CENTERS LLC DBA BIG O TIRES#5825 136 ft. Handler Address: 131 E 1ST ST Handler City,State,Zip: TUSTIN,CA 92780-3246 EPA ID: CAL000383795 TC6651002.2s Page 57 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number GOLDEN WEST TIRES CENTERS LLC DBA BIG O TIRES#5825 (Continued) 1024837778 Contact Name: LESLIE LOPEZ Contact Address: 10934 PORTAL DR. Contact City,State,Zip: LOS ALAMITOS,CA 90720 Contact Telephone: 714-236-0715 Contact Fax: 714-236-0751 Contact Email: LLOPEZ@GWBIGO.COM Contact Title: Not reported EPA Region: 09 Land Type: Not reported Federal Waste Generator Description: Not a generator,verified Non-Notifier: Not reported Biennial Report Cycle: Not reported Accessibility: Not reported Active Site Indicator: Handler Activities State District Owner: Not reported State District: Not reported Mailing Address: 10934 PORTAL DR Mailing City,State,Zip: LOS ALAMITOS,CA 90720 Owner Name: GOLDEN WEST TIRE CENTERS LLC Owner Type: Other Operator Name: LESLIE LOPEZ Operator Type: Other Short-Term Generator Activity: No Importer Activity: No Mixed Waste Generator: No Transporter Activity: No Transfer Facility Activity: No Recycler Activity with Storage: No Small Quantity On-Site Burner Exemption: No Smelting Melting and Refining Furnace Exemption: No Underground Injection Control: No Off-Site Waste Receipt: No Universal Waste Indicator: Yes Universal Waste Destination Facility: Yes Federal Universal Waste: No Active Site Fed-Reg Treatment Storage and Disposal Facility: Not reported Active Site Converter Treatment storage and Disposal Facility: Not reported Active Site State-Reg Treatment Storage and Disposal Facility: Not reported Active Site State-Reg Handler: --- Federal Facility Indicator: Not reported Hazardous Secondary Material Indicator: N Sub-Part K Indicator: Not reported Commercial TSD Indicator: No Treatment Storage and Disposal Type: Not reported 2018 GPRA Permit Baseline: Not on the Baseline 2018 GPRA Renewals Baseline: Not on the Baseline Permit Renewals Workload Universe: Not reported Permit Workload Universe: Not reported Permit Progress Universe: Not reported Post-Closure Workload Universe: Not reported Closure Workload Universe: Not reported 202 GPRA Corrective Action Baseline: No Corrective Action Workload Universe: No Subject to Corrective Action Universe: No Non-TSDFs Where RCRA CA has Been Imposed Universe: No TSDFs Potentially Subject to CA Under 3004(u)/(v)Universe: No TSDFs Only Subject to CA under Discretionary Auth Universe: No TC6651002.2s Page 58 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number GOLDEN WEST TIRES CENTERS LLC DBA BIG O TIRES#5825 (Continued) 1024837778 Corrective Action Priority Ranking: No NCAPS ranking Environmental Control Indicator: No Institutional Control Indicator: No Human Exposure Controls Indicator: N/A Groundwater Controls Indicator: N/A Operating TSDF Universe: Not reported Full Enforcement Universe: Not reported Significant Non-Complier Universe: No Unaddressed Significant Non-Complier Universe: No Addressed Significant Non-Complier Universe: No Significant Non-Complier With a Compliance Schedule Universe: No Financial Assurance Required: Not reported Handler Date of Last Change: 2018-09-06 17:02:09.0 Recognized Trader-Importer: No Recognized Trader-Exporter: No Importer of Spent Lead Acid Batteries: No Exporter of Spent Lead Acid Batteries: No Recycler Activity Without Storage: No Manifest Broker: No Sub-Part P Indicator: No Handler-Owner Operator: Owner/Operator Indicator: Owner Owner/Operator Name: GOLDEN WEST TIRE CENTERS LLC Legal Status: Other Date Became Current: Not reported Date Ended Current: Not reported Owner/Operator Address: 10934 PORTAL DR Owner/Operator City,State,Zip: LOS ALAMITOS,CA 90720 Owner/Operator Telephone: 714-236-0715 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Operator Owner/Operator Name: LESLIE LOPEZ Legal Status: Other Date Became Current: Not reported Date Ended Current: Not reported Owner/Operator Address: 10934 PORTAL DR. Owner/Operator City,State,Zip: LOS ALAMITOS,CA 90720 Owner/Operator Telephone: 714-236-0715 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Historic Generators: Receive Date: 2013-03-26 00:00:00.0 Handler Name: GOLDEN WEST TIRES CENTERS LLC DBA BIG O TIRES#5825 Federal Waste Generator Description: Not a generator,verified State District Owner: Not reported Large Quantity Handler of Universal Waste: No Recognized Trader Importer: No Recognized Trader Exporter: No Spent Lead Acid Battery Importer: No TC6651002.2s Page 59 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number GOLDEN WEST TIRES CENTERS LLC DBA BIG O TIRES#5825 (Continued) 1024837778 Spent Lead Acid Battery Exporter: No Current Record: Yes Non Storage Recycler Activity: Not reported Electronic Manifest Broker: Not reported List of NAICS Codes and Descriptions: NAICS Code: 811111 NAICS Description: GENERAL AUTOMOTIVE REPAIR Facility Has Received Notices of Violations: Violations: No Violations Found Evaluation Action Summary: Evaluations: No Evaluations Found E20 NEWCLEANER LLC DBA SATELLITE CLEANERS DRYCLEANERS S106841471 SSE 410 E 1ST ST EMI N/A 1/8-1/4 TUSTIN,CA 92780 HWTS 0.152 mi. 800 ft. Site 2 of 4 in cluster E Relative: DRYCLEAN SOUTH COAST: Lower Name: TUSTIN GEORGE CLEANERS Actual: Address: 410 E 1ST ST 133 ft. City,State,Zip: TUSTIN,CA 92780 Facility ID: 25161 Application Number: 10486A Permit Number: M27990 Status: A Representative Name: GEORGE HAUBEN Representative Telephone: 714 8327366 Permit Status: INACTIVE BCAT Number: 000234 BCAT Description: DRY CLEANING EQUIP PERCH LOROETHYLENE CCAT Number: 02 CCAT Description: ADSORBER(DRY CLEANING)REGENERATIVE UTM East: 424.0539856 UTM North: 3734.059082 Application Date: 09/10/1981 PO Issue Date: 10/12/1982 NAICS Code: 812320 SIC Code: 7216 Name: TUSTIN GEORGE CLEANERS Address: 410 E 1ST ST City,State,Zip: TUSTIN,CA 92780 Facility ID: 25161 Application Number: 173550 Permit Number: D02298 Status: A Representative Name: GEORGE HAUBEN Representative Telephone: 714 8327366 Permit Status: INACTIVE BCAT Number: 000234 BCAT Description: DRY CLEANING EQUIP PERCH LOROETHYLENE TC6651002.2s Page 60 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number NEWCLEANER LLC DBA SATELLITE CLEANERS (Continued) S106841471 CCAT Number: 04 CCAT Description: VAPOR RECOVERY UNIT COMPRESS&CONDENSE UTM East: 424.0539856 UTM North: 3734.059082 Application Date: 08/23/1988 PO Issue Date: 09/09/1988 NAICS Code: 812320 SIC Code: 7216 Name: TUSTIN GEORGE CLEANERS Address: 410 E 1ST ST City,State,Zip: TUSTIN,CA 92780 Facility ID: 25161 Application Number: 371273 Permit Number: F33743 Status: A Representative Name: GEORGE HAUBEN Representative Telephone: 714 8327366 Permit Status: INACTIVE BCAT Number: 000601 BCAT Description: DRY CLEANING,DRY-TO-DRY NON-VENT, PERC CCAT Number: 04 CCAT Description: VAPOR RECOVERY UNIT COMPRESS&CONDENSE UTM East: 424.0539856 UTM North: 3734.059082 Application Date: 06/23/2000 PO Issue Date: 09/15/2000 NAICS Code: 812320 SIC Code: 7216 DRYCLEANERS: Name: NEWCLEANER LLC DBA SATELLITE CLEANERS Address: 410 E 1ST ST City,State,Zip: TUSTIN,CA 927803310 EPA Id: CAL000402266 NAICS Code: 81232 NAICS Description: Drycleaning and Laundry Services(except Coin-Operated) SIC Code: 7211 SIC Description: Power Laundries, Family and Commercial Create Date: 11/17/2014 Facility Active: No Inactive Date: 06/30/2016 Facility Addr2: Not reported Owner Name: ASHRAF DAKWAR Owner Address: 589 N JOHNSON AVE Owner Address 2: Not reported Owner Telephone: 6194903329 Contact Name: LOUIE RAMIRAZ Contact Address: 410 E 1ST ST Contact Address 2: Not reported Contact Telephone: 7148325700 Contact Fax: 7148322377 Mailing Name: Not reported Mailing Address 1: 410 E 1ST ST Mailing Address 2: Not reported Mailing City: TUSTIN Mailing State: CA TC6651002.2s Page 61 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number NEWCLEANER LLC DBA SATELLITE CLEANERS (Continued) S106841471 Mailing Zip: 927803310 Owner Fax: 7148322377 Region Code: 4 Latitude: 0 Longitude: 0 EMI: Name: TUSTIN GEORGE CLEANERS Address: 410 E 1ST ST City,State,Zip: TUSTIN,CA 92780 Year: 1995 County Code: 30 Air Basin: SC Facility ID: 25161 Air District Name: SC SIC Code: 7216 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 Name: TUSTIN GEORGE CLEANERS Address: 410 E 1ST ST City,State,Zip: TUSTIN,CA 92780 Year: 2002 County Code: 30 Air Basin: SC Facility ID: 25161 Air District Name: SC SIC Code: 7216 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: 0 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 Name: TUSTIN GEORGE CLEANERS Address: 410 E 1ST ST City,State,Zip: TUSTIN,CA 92780 Year: 2003 County Code: 30 Air Basin: SC Facility ID: 25161 Air District Name: SC SIC Code: 7216 Air District Name: SOUTH COAST AQMD TC6651002.2s Page 62 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number NEWCLEANER LLC DBA SATELLITE CLEANERS (Continued) S106841471 Community Health Air Pollution Info System: Not reported Consolidated Emission Reporting Rule: Not reported Total Organic Hydrocarbon Gases Tons/Yr: 0 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 Name: TUSTIN GEORGE CLEANERS Address: 410 E 1ST ST City,State,Zip: TUSTIN,CA 92780 Year: 2004 County Code: 30 Air Basin: SC Facility ID: 25161 Air District Name: SC SIC Code: 7216 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: 0.00119 Reactive Organic Gases Tons/Yr: 0 Carbon Monoxide Emissions Tons/Yr: 0.00768 NOX-Oxides of Nitrogen Tons/Yr: 0.00915 SOX-Oxides of Sulphur Tons/Yr: 0.0000549 Particulate Matter Tons/Yr: 0.000695 Part.Matter 10 Micrometers and Smllr Tons/Yr:0 Name: TUSTIN GEORGE CLEANERS Address: 410 E 1ST ST City,State,Zip: TUSTIN,CA 92780 Year: 2006 County Code: 30 Air Basin: SC Facility ID: 25161 Air District Name: SC SIC Code: 7216 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: 0 Reactive Organic Gases Tons/Yr: 0 Carbon Monoxide Emissions Tons/Yr: .005 NOX-Oxides of Nitrogen Tons/Yr: .006 SOX-Oxides of Sulphur Tons/Yr: 0 Particulate Matter Tons/Yr: 0 Part.Matter 10 Micrometers and Smllr Tons/Yr:0 Name: TUSTIN GEORGE CLEANERS Address: 410 E 1ST ST City,State,Zip: TUSTIN,CA 92780 Year: 2007 County Code: 30 Air Basin: SC Facility ID: 25161 TC6651002.2s Page 63 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number NEWCLEANER LLC DBA SATELLITE CLEANERS (Continued) S106841471 Air District Name: SC SIC Code: 7216 Air District Name: SOUTH COAST AQMD Community Health Air Pollution Info System: Not reported Consolidated Emission Reporting Rule: Not reported Total Organic Hydrocarbon Gases TonsNr: 0 Reactive Organic Gases TonsNr: 0 Carbon Monoxide Emissions TonsNr: .005 NOX-Oxides of Nitrogen TonsNr: .006 SOX-Oxides of Sulphur TonsNr: 0 Particulate Matter TonsNr: 0 Part.Matter 10 Micrometers and Smllr TonsNr:O H WTS: Name: NEWCLEANER LLC DBA SATELLITE CLEANERS Address: 410 E 1ST ST Address 2: Not reported City,State,Zip: TUSTIN,CA 927803310 EPA ID: CAL000402266 Inactive Date: 06/30/2016 Create Date: 11/17/2014 Last Act Date: 01/12/2017 Mailing Name: Not reported Mailing Address: 410 E 1ST ST Mailing Address 2: Not reported Mailing City,State,Zip: TUSTIN,CA 927803310 Owner Name: ASHRAF DAKWAR Owner Address: 589 N JOHNSON AVE Owner Address 2: Not reported Owner City,State,Zip: EL CAJON,CA 92020 Contact Name: LOUIE RAMIRAZ Contact Address: 410 E 1ST ST Contact Address 2: Not reported City,State,Zip: TUSTIN,CA 92780 NAICS: EPA ID: CAL000402266 Create Date: 2014-11-17 09:50:56.310 NAICS Code: 81232 NAICS Description: Drycleaning and Laundry Services(except Coin-Operated) Issued EPA ID Date: 2014-11-17 09:50:56.30300 Inactive Date: 2016-06-30 00:00:00 Facility Name: NEWCLEANER LLC DBA SATELLITE CLEANERS Facility Address: 410 E 1ST ST Facility Address 2: Not reported Facility City: TUSTIN Facility County: Not reported Facility State: CA Facility Zip: 927803310 TC6651002.2s Page 64 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number E21 C&S SERVICES LLC DBA SATELLITE CLEANERS DRYCLEANERS S127126802 SSE 410 E 1ST ST HWTS N/A 1/8-1/4 TUSTIN,CA 92780 0.152 mi. 800 ft. Site 3 of 4 in cluster E Relative: DRYCLEANERS: Lower Name: C&S SERVICES LLC DBA SATELLITE CLEANERS Actual: Address: 410 E 1ST ST 133 ft. City,State,Zip: TUSTIN,CA 92780 EPA Id: CAL000461528 NAICS Code: 812320 NAICS Description: Drycleaning and Laundry Services(except Coin-Operated) SIC Code: 7211 SIC Description: Power Laundries, Family and Commercial Create Date: 04/01/2021 Facility Active: Yes Inactive Date: Not reported Facility Addr2: Not reported Owner Name: C&S SERVICES LLC Owner Address: 120 MEASURE Owner Address 2: Not reported Owner Telephone: 9495218140 Contact Name: CHETANA RAMAKRISHNA Contact Address: 410 E 1ST ST Contact Address 2: Not reported Contact Telephone: 9495218140 Contact Fax: Not reported Mailing Name: Not reported Mailing Address 1: 410 E 1ST ST Mailing Address 2: Not reported Mailing City: TUSTIN Mailing State: CA Mailing Zip: 92780 Owner Fax: Not reported Region Code: 4 Latitude: 0 Longitude: 0 H WTS: Name: C&S SERVICES LLC DBA SATELLITE CLEANERS Address: 410 E 1ST ST Address 2: Not reported City,State,Zip: TUSTIN,CA 92780 EPAID: CAL000461528 Inactive Date: Not reported Create Date: 04/01/2021 Last Act Date: 04/01/2021 Mailing Name: Not reported Mailing Address: 410 E 1ST ST Mailing Address 2: Not reported Mailing City,State,Zip: TUSTIN,CA 92780 Owner Name: C&S SERVICES LLC Owner Address: 120 MEASURE Owner Address 2: Not reported Owner City,State,Zip: IRVINE,CA 92618 Contact Name: CHETANA RAMAKRISHNA Contact Address: 410 E 1ST ST Contact Address 2: Not reported TC6651002.2s Page 65 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number C&S SERVICES LLC DBA SATELLITE CLEANERS (Continued) S127126802 City,State,Zip: TUSTIN, CA 92780 NAICS: EPA ID: CAL000461528 Create Date: 2021-04-01 17:38:42.780 NAICS Code: 812320 NAICS Description: Drycleaning and Laundry Services(except Coin-Operated) Issued EPA ID Date: 2021-04-01 17:38:42.77700 Inactive Date: Not reported Facility Name: C&S SERVICES LLC DBA SATELLITE CLEANERS Facility Address: 410 E 1ST ST Facility Address 2: Not reported Facility City: TUSTIN Facility County: Not reported Facility State: CA Facility Zip: 92780 EPA ID: CAL000461528 Create Date: 2021-04-01 17:38:42.780 NAICS Code: 812320 NAICS Description: Drycleaning and Laundry Services(except Coin-Operated) Issued EPA ID Date: 2021-04-01 17:38:42.77700 Inactive Date: Not reported Facility Name: C&S SERVICES LLC DBA SATELLITE CLEANERS Facility Address: 410 E 1ST ST Facility Address 2: Not reported Facility City: TUSTIN Facility County: Not reported Facility State: CA Facility Zip: 92780 E22 NEWCLEANER LLC DRYCLEANERS S121696682 SSE 410 E FIRST ST N/A 1/8-1/4 TUSTIN,CA 92780 0.152 mi. 800 ft. Site 4 of 4 in cluster E Relative: DRYCLEAN SOUTH COAST: Lower Name: NEWCLEANER LLC Actual: Address: 410 E FIRST ST 133 ft. City,State,Zip: TUSTIN,CA 92780 Facility ID: 176994 Application Number: 561715 Permit Number: Not reported Status: A Representative Name: LOUIE RAMERIZ Representative Telephone: 714 8325700 Permit Status: Not reported BCAT Number: 000233 BCAT Description: DRY CLEANING EQUIP PETROLEUM SOLVENT CCAT Number: Not reported CCAT Description: Not reported UTM East: 0 UTM North: 0 Application Date: 03/12/2014 PO Issue Date: 12/31/9999 NAICS Code: 812320 TC6651002.2s Page 66 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number NEWCLEANER LLC (Continued) S121696682 SIC Code: 7216 G23 TUSTIN PLAZA AUTO WASH UST 0004316384 SSW 240 E.FIRST ST. NIA 1/8-1/4 TUSTIN,CA 92870 0.166 mi. 878 ft. Site 1 of 5 in cluster G Relative: ORANGE CO. UST: Lower Name: TUSTIN PLAZA AUTO WASH Actual: Address: 240 E. FIRST ST. 133 ft. City,State,Zip: TUSTIN 92870 Facility ID: FA0050767 Notes: Not reported G24 TUSTIN PLAZA AUTO WASH SWEEPS UST 0003433555 SSW 240 E 1ST ST NIA 1/8-1/4 TUSTIN,CA 92680 0.166 mi. 878 ft. Site 2 of 5 in cluster G Relative: SWEEPS UST: Lower Name: TUSTIN PLAZA AUTO WASH Actual: Address: 240 E 1 ST ST 133 ft. City: TUSTIN Status: Active Comp Number: 12220 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: 30-000-012220-000001 Tank Status: A Capacity: 12000 Active Date: Not reported Tank Use: M.V. FUEL STG: P Content: REG UNLEADED Number Of Tanks: 3 Name: TUSTIN PLAZA AUTO WASH Address: 240 E 1 ST ST City: TUSTIN Status: Active Comp Number: 12220 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: 30-000-012220-000002 Tank Status: A Capacity: 12000 TC6651002.2s Page 67 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TUSTIN PLAZA AUTO WASH (Continued) 0003433555 Active Date: Not reported Tank Use: M.V.FUEL STG: P Content: REG UNLEADED Number Of Tanks: Not reported Name: TUSTIN PLAZA AUTO WASH Address: 240 E 1 ST ST City: TUSTIN Status: Active Comp Number: 12220 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: 30-000-012220-000003 Tank Status: A Capacity: 12000 Active Date: Not reported Tank Use: M.V.FUEL STG: P Content: REG UNLEADED Number Of Tanks: Not reported G25 TUSTIN PLAZA AUTO WASH CA FID UST S101609629 SSW 240 E 1ST ST N/A 1/8-1/4 TUSTIN,CA 92680 0.166 mi. 878 ft. Site 3 of 5 in cluster G Relative: CA FID UST: Lower Facility ID: 30017688 Actual: Regulated By: UTNKA 133 ft. Regulated ID: Not reported Cortese Code: Not reported SIC Code: Not reported Facility Phone: Not reported Mail To: Not reported Mailing Address: 19021 CANYON 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 TC6651002.2s Page 68 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number G26 MOUNTAINVIEW TIRE AND SERVICE INC CERS HAZ WASTE S123501054 SSW 135 S PROSPECT AVE CERS N/A 1/8-1/4 TUSTIN,CA 92780 0.178 mi. 941 ft. Site 4 of 5 in cluster G Relative: CERS HAZ WASTE: Lower Name: MOUNTAINVIEW TIRE AND SERVICE INC Actual: Address: 135 S PROSPECT AVE 133 ft. City,State,Zip: TUSTIN,CA 92780 Site ID: 136658 CERS ID: 10411762 CERS Description: Hazardous Waste Generator CERS: Name: MOUNTAINVIEW TIRE AND SERVICE INC Address: 135 S PROSPECT AVE City,State,Zip: TUSTIN,CA 92780 Site ID: 136658 CERS ID: 10411762 CERS Description: Chemical Storage Facilities 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: The HMBEP has been reviewed and declined.Please correct the following and resubmit within 30 days: HAZARDOUS MATERIALS INVENTORY//(1) Motor Oil(Waste):--Please change the Hazardous Material Type to G WasteG--Enter the Annual Waste Amount(2)Motor Oil(New):--Please verify if the entries for New vs.Waste motor oil have been switched; New Motor Oil does not need the Annual Waste Amount.(3)Antifreeze (Waste):--Enter the Annual Waste Amount(4)Nitrogen:--Please verify the amount of nitrogen stored at your facility;the reportable threshold for this chemical is 200 cubic feet. If less than 200 cf of nitrogen is on site,you may remove this chemical from your inventory. Additionally,if you have over 200 cf of nitrogen,please change the Storage Pressure to G Ambient.G FACILITY MAPS//(1)Please indicate the location of the following,if applicable,on the facility map:-- Emergency Response equipment(spill kit,fire[Truncated] 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/CERS:Chemical Inventory Facility Site Map Emergency Response& Training Plans Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 02-13-2015 Violations Found: No TC6651002.2s Page 69 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number MOUNTAINVIEW TIRE AND SERVICE INC (Continued) S123501054 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 Waste Antifreeze G please change Hazardous Material Type to Waste;remove the CAS#from the top of the form(leave it in the Mixture Components chart);State Waste Code=134;review the Annual Waste Amount for this material(most likely not 1800 gallons)New Antifreeze G remove the CAS#from the top of the form(CAS#s are only used for Pure substances);remove data from the Annual Waste Amount field(only completed for wastes)New Motor Oil G Hazardous Material Type=Mixture;remove the CAS#from the top of the form;Federal Hazard Categories=also check Acute Health and Chronic Health;remove Annual Waste Amount Waste Motor Oil G Hazardous Material Type=Waste; remove the CAS#; Federal Hazard Categories=also check Acute Health and Chronic Health Automatic Transmission Fluid G it is unclear whether you are[Truncated] 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: CERS 10411762 Accepted 2017 Annual Certification for the following elements: Facility Information Chemical Inventory Emergency Response and Training Plan Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 05-13-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: CERS review:BA/OW pg Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 05-19-2014 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: 05-24-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: corrected Owner name in CERS Eval Division: Orange County Environmental Health Eval Program: HW TC6651002.2s Page 70 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number MOUNTAINVIEW TIRE AND SERVICE INC (Continued) S123501054 Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 06-05-2017 Violations Found: No Eval Type: Routine done by local agency Eval Notes: Onsite to conduct a routine hazardous waste inspection.Met with Steven Benedetto. Inspected used oil,drained used oil/fuel filters, absorbent,parts cleaner and waste antifreeze.Drums were provided with a lid,stored in a secure manner and appear to be in good condition.The operator completes a maintenance inspection on the drums on a weekly basis.A Hazardous Waste label was noted on all drums with the required identification.Municipal dumpster area does not appear to contain any hazardous waste.Perimeter of facility inspected-did not observe any water runoff or staining at this time. Hazardous Waste Emergency Response plan was available for review. Manifests and bills of lading for all hazardous waste streams were reviewed today. Ensure all hazardous waste manifests/disposal documents are maintained on site for at least three years from the date of transport and are available for review during normal business hours.Please continue to ensure all[Truncated] Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 06-05-2017 Violations Found: No Eval Type: Routine done by local agency Eval Notes: The purpose of this visit is to conduct a routine Hazardous Materials Disclosure inspection.Met with Steven Benedetto.During the inspection the following was observed: Reviewed list of chemicals stored onsite and online.Reviewed training records onsite and online. The facility representative onsite stated that staff are trained at least yearly on emergency response procedures and hazardous waste management.The operator is also aware that new staff must be trained on emergency response within six months of employment and then yearly after that.Reviewed Business Emergency Plan/Plot Plan online. Completely reviewed and approved online CUPA form submittal on California Environmental Reporting System(CERS)The details of this report were discussed with Steven Benedetto.A copy of this report will be mailed to the facility. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 06-16-2015 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: Compliance Evaluation Inspection Eval Date: 06-16-2020 TC6651002.2s Page 71 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number MOUNTAINVIEW TIRE AND SERVICE INC (Continued) S123501054 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous materials inspection.An inspection of the facility was completed with AJ Stamatelatos.Observed the hazardous materials storage areas.The following reportable hazardous materials were observed today:-Motor oil-New antifreeze-Waste antifreeze-ATF-Waste mop water Reviewed and verified site map item locations.Emergency response and contact information is available for review.Annual employee training records are current. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 06-16-2020 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous waste inspection.An inspection of the facility was completed with AJ Stamatelatos.Observed the shop area, waste storage area,perimeter of facility and trash container. Containers of wastes are covered and labeled.Wastes include oil,oil filters,antifreeze,brake fluid,mop water,and oily solids. Manifests for waste disposal are available for review.Emergency response and contact information is on site and available for review. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 11-04-2014 Violations Found: No Eval Type: Routine done by local agency Eval Notes: Onsite to conduct a routine hazardous waste inspection.Met with Steven Benedetto Inspected used oil,drained used oil/fuel filters, aqueous parts cleaner and waste antifreeze.Drums and tank were provided with a lid,stored in a secure manner and appear to be in good condition.The operator completes a maintenance inspection on the drums and tank on a weekly basis.A Hazardous Waste label was noted on all drums and tank with the required identification.Municipal dumpster area does not appear to contain any hazardous waste. Perimeter of facility inspected-did not observe any water runoff or staining at this time. Hazardous Waste Emergency Response plan was available for review.Manifests and bills of lading for all hazardous waste streams were reviewed today.Ensure all hazardous waste manifests/disposal documents are maintained on site for at least three years from the date of transport and are available for review during normal business[Truncated] Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 11-04-2014 Violations Found: No Eval Type: Routine done by local agency Eval Notes: The purpose of this visit is to conduct a routine Hazardous Materials Disclosure inspection.Met with Steven Benedetto.During the TC6651002.2s Page 72 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number MOUNTAINVIEW TIRE AND SERVICE INC (Continued) S123501054 inspection the following was observed: Reviewed list of chemicals stored onsite and online.Reviewed training records onsite and online. The facility representative onsite stated that staff are trained at least yearly on emergency response procedures and hazardous waste management.The operator is also aware that new staff must be trained on emergency response within six months of employment and then yearly after that.Reviewed Business Emergency Plan/Plot Plan online. Completely reviewed and approved online CUPA form submittal on California Environmental Reporting System(CERS)For more information regarding Hazardous Materials Disclosure,or to sign up for our eNewsletter please visit http://www.occupainfo.com/ Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 12-08-2017 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: The following documents were received and reviewed for completeness on CERS:-Business Activities-Business Owner/Operator-Chemical Inventory-Facility Site Map-Emergency Response&Training Plans The submittal has been placed UNDER REVIEW pending on-site verification during your routine inspection.Notify this agency through CERS,of any change of ownerships,changes in chemical quantities of over 100%, or any new chemicals. If you have any questions please email me at SHansenRooks@ochca.com Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Coordinates: Site ID: 136658 Facility Name: Mountainview Tire and Service Inc Env Int Type Code: HWG Program ID: 10411762 Coord Name: Not reported Ref Point Type Desc: Center of a facility or station. Latitude: 33.745090 Longitude: -117.822410 Affiliation: Affiliation Type Desc: Identification Signer Entity Name: Nicholas Mitsos 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: Mountain View tire and Service Inc. Entity Title: Not reported Affiliation Address: Not reported TC6651002.2s Page 73 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number MOUNTAINVIEW TIRE AND SERVICE INC (Continued) S123501054 Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: (909)484-9497 Affiliation Type Desc: Parent Corporation Entity Name: Mountainview Tire and Service 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)433-6406 Affiliation Type Desc: Document Preparer Entity Name: Tim Squires 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: TIM SQUIRES Entity Title: Not reported Affiliation Address: 8548 Utica Ave Affiliation City: Rancho Cucamonga Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 91730 Affiliation Phone: Not reported Affiliation Type Desc: Facility Mailing Address Entity Name: Mailing Address Entity Title: Not reported Affiliation Address: 8548 Utica Ave Affiliation City: Rancho Cucamonga Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 91730 Affiliation Phone: Not reported Affiliation Type Desc: Legal Owner TC6651002.2s Page 74 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number MOUNTAINVIEW TIRE AND SERVICE INC (Continued) S123501054 Entity Name: Mountain View tire and Service Inc. Entity Title: Not reported Affiliation Address: 8548 Utica Ave Affiliation City: Rancho Cucamonga Affiliation State: CA Affiliation Country: United States Affiliation Zip: 91730 Affiliation Phone: (909)484-9497 G27 MT VIEW TIRE SERVICE INC RCRA NonGen/NLR 1024799671 SSW 135 S PROSPECT CAL000213137 1/8-1/4 TUSTIN,CA 92680 0.178 mi. 941 ft. Site 5 of 5 in cluster G Relative: RCRA NonGen/NLR: Lower Date Form Received by Agency: 2000-12-07 00:00:00.0 Actual: Handler Name: MT VIEW TIRE SERVICE INC 133 ft. Handler Address: 135 S PROSPECT Handler City,State,Zip: TUSTIN,CA 92680-0000 EPA ID: CAL000213137 Contact Name: CHRIS MITSOS Contact Address: 8548 UTICA AVE Contact City,State,Zip: RANCHO CUCAMONGA, CA 91730 Contact Telephone: 909-484-9497 Contact Fax: 909-484-3973 Contact Email: MVT@MOUNTAINVIEWTIRE.COM Contact Title: Not reported EPA Region: 09 Land Type: Not reported Federal Waste Generator Description: Not a generator,verified Non-Notifier: Not reported Biennial Report Cycle: Not reported Accessibility: Not reported Active Site Indicator: Handler Activities State District Owner: Not reported State District: Not reported Mailing Address: 8548 UTICA AVE Mailing City,State,Zip: RANCHO CUCAMONGA,CA 91730-0000 Owner Name: NICK MITSOS Owner Type: Other Operator Name: CHRIS MITSOS Operator Type: Other Short-Term Generator Activity: No Importer Activity: No Mixed Waste Generator: No Transporter Activity: No Transfer Facility Activity: No Recycler Activity with Storage: No Small Quantity On-Site Burner Exemption: No Smelting Melting and Refining Furnace Exemption: No Underground Injection Control: No Off-Site Waste Receipt: No Universal Waste Indicator: Yes Universal Waste Destination Facility: Yes Federal Universal Waste: No Active Site Fed-Reg Treatment Storage and Disposal Facility: Not reported TC6651002.2s Page 75 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number MT VIEW TIRE SERVICE INC (Continued) 1024799671 Active Site Converter Treatment storage and Disposal Facility: Not reported Active Site State-Reg Treatment Storage and Disposal Facility: Not reported Active Site State-Reg Handler: --- Federal Facility Indicator: Not reported Hazardous Secondary Material Indicator: N Sub-Part K Indicator: Not reported Commercial TSD Indicator: No Treatment Storage and Disposal Type: Not reported 2018 GPRA Permit Baseline: Not on the Baseline 2018 GPRA Renewals Baseline: Not on the Baseline Permit Renewals Workload Universe: Not reported Permit Workload Universe: Not reported Permit Progress Universe: Not reported Post-Closure Workload Universe: Not reported Closure Workload Universe: Not reported 202 GPRA Corrective Action Baseline: No Corrective Action Workload Universe: No Subject to Corrective Action Universe: No Non-TSDFs Where RCRA CA has Been Imposed Universe: No TSDFs Potentially Subject to CA Under 3004(u)/(v)Universe: No TSDFs Only Subject to CA under Discretionary Auth Universe: No Corrective Action Priority Ranking: No NCAPS ranking Environmental Control Indicator: No Institutional Control Indicator: No Human Exposure Controls Indicator: N/A Groundwater Controls Indicator: N/A Operating TSDF Universe: Not reported Full Enforcement Universe: Not reported Significant Non-Complier Universe: No Unaddressed Significant Non-Complier Universe: No Addressed Significant Non-Complier Universe: No Significant Non-Complier With a Compliance Schedule Universe: No Financial Assurance Required: Not reported Handler Date of Last Change: 2018-09-05 15:45:01.0 Recognized Trader-Importer: No Recognized Trader-Exporter: No Importer of Spent Lead Acid Batteries: No Exporter of Spent Lead Acid Batteries: No Recycler Activity Without Storage: No Manifest Broker: No Sub-Part P Indicator: No Handler-Owner Operator: Owner/Operator Indicator: Owner Owner/Operator Name: NICK MITSOS Legal Status: Other Date Became Current: Not reported Date Ended Current: Not reported Owner/Operator Address: 8548 UTICA AVE Owner/Operator City,State,Zip: RANCHO CUCAMONGA,CA 91730-0000 Owner/Operator Telephone: 909-484-9497 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Operator TC6651002.2s Page 76 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number MT VIEW TIRE SERVICE INC (Continued) 1024799671 Owner/Operator Name: CHRIS MITSOS Legal Status: Other Date Became Current: Not reported Date Ended Current: Not reported Owner/Operator Address: 8548 UTICA AVE Owner/Operator City,State,Zip: RANCHO CUCAMONGA, CA 91730 Owner/Operator Telephone: 909-484-9497 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Historic Generators: Receive Date: 2000-12-07 00:00:00.0 Handler Name: MT VIEW TIRE SERVICE INC Federal Waste Generator Description: Not a generator,verified State District Owner: Not reported Large Quantity Handler of Universal Waste: No Recognized Trader Importer: No Recognized Trader Exporter: No Spent Lead Acid Battery Importer: No Spent Lead Acid Battery Exporter: No Current Record: Yes Non Storage Recycler Activity: Not reported Electronic Manifest Broker: Not reported List of NAICS Codes and Descriptions: NAICS Code: 56299 NAICS Description: ALL OTHER WASTE MANAGEMENT SERVICES Facility Has Received Notices of Violations: Violations: No Violations Found Evaluation Action Summary: Evaluations: No Evaluations Found H28 O'REILLY AUTO PARTS#3046 CERS HAZ WASTE S118235335 SE 510 E 1ST ST HAZNET NIA 1/8-1/4 TUSTIN,CA 92780 CERS 0.179 mi. HWTS 946 ft. Site 1 of 14 in cluster H Relative: CERS HAZ WASTE: Lower Name: O'REILLY AUTO PARTS#3046 Actual: Address: 510 E 1ST ST 132 ft. City,State,Zip: TUSTIN, CA 92780 Site ID: 139270 CERS ID: 10459891 CERS Description: Hazardous Waste Generator HAZNET: Name: O'REILLY AUTO PARTS#3046 Address: 510 E 1ST ST Address 2: Not reported City,State,Zip: TUSTIN, CA 65802 TC6651002.2s Page 77 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number O'REILLY AUTO PARTS#3046 (Continued) S118235335 Contact: JOHN BOUNDS Telephone: 4175204589 Mailing Name: Not reported Mailing Address: 233 S PATTERSON Year: 2019 Gepaid: CAL000393424 TSD EPA ID: CAD059494310 CA Waste Code: 181 -Other inorganic solid waste Disposal Method: H 141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(H010-H129)Or(H131-H135) Tons: 0.05000 Year: 2018 Gepaid: CAL000393424 TSD EPA ID: CAD044429835 CA Waste Code: 181 -Other inorganic solid waste Disposal Method: H 141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(H010-H129)Or(H131-H135) Tons: 0.10000 Year: 2017 Gepaid: CAL000393424 TSD EPA ID: CAD044429835 CA Waste Code: 181 -Other inorganic solid waste Disposal Method: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(H010-H129)Or(H131-H135) Tons: 0.1 Year: 2016 Gepaid: CAL000393424 TSD EPA ID: CAD044429835 CA Waste Code: 181 -Other inorganic solid waste Disposal Method: H 141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(H010-H129)Or(H131-H135) Tons: 0.075 Year: 2015 Gepaid: CAL000393424 TSD EPA ID: CAD044429835 CA Waste Code: 181 -Other inorganic solid waste Disposal Method: H 141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(H010-H129)Or(H131-H135) Tons: 0.05 Year: 2014 Gepaid: CAL000393424 TSD EPA ID: CAD044429835 CA Waste Code: 181 -Other inorganic solid waste Disposal Method: H 141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(H010-H129)Or(H131-H135) Tons: 0.115 Additional Info: Year: 2014 Gen EPA ID: CAL000393424 TC6651002.2s Page 78 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number O'REILLY AUTO PARTS#3046 (Continued) S118235335 Shipment Date: 20141120 Creation Date: 3/27/2015 22:15:05 Receipt Date: 20141204 Manifest ID: 004503415SKS Trans EPA ID: TXR000081205 Trans Name: SAFETY-KLEEN SYSTEMS INC Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD044429835 Trans Name: CLEAN HARBORS WILMINGTON LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 181 -Other inorganic solid waste Organics RCRA Code: Not reported Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.075 Waste Quantity: 150 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20140815 Creation Date: 11/22/2014 22:15:06 Receipt Date: 20140902 Manifest ID: 004425676SKS Trans EPA ID: TXR000081205 Trans Name: SAFETY-KLEEN SYSTEMS INC Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD044429835 Trans Name: CLEAN HARBORS WILMINGTON LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 181 -Other inorganic solid waste Organics RCRA Code: Not reported Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.04 Waste Quantity: 80 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Additional Info: Year: 2015 Gen EPA ID: CAL000393424 Shipment Date: 20150506 Creation Date: 7/8/2015 22:15:46 Receipt Date: 20150521 TC6651002.2s Page 79 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number O'REILLY AUTO PARTS#3046 (Continued) S118235335 Manifest ID: 004833509SKS Trans EPA ID: TXR000081205 Trans Name: SAFETY-KLEEN SYSTEMS INC Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD044429835 Trans Name: CLEAN HARBORS WILMINGTON LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 181 -Other inorganic solid waste Organics RCRA Code: Not reported Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(H010-H129)Or(H131-H135) Quantity Tons: 0.05 Waste Quantity: 100 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Additional Info: Year: 2016 Gen EPA ID: CAL000393424 Shipment Date: 20150506 Creation Date: 7/8/2015 22:15:46 Receipt Date: 20150521 Manifest ID: 004833509SKS Trans EPA ID: TXR000081205 Trans Name: SAFETY-KLEEN SYSTEMS INC Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD044429835 Trans Name: CLEAN HARBORS WILMINGTON LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 181 -Other inorganic solid waste Organics RCRA Code: Not reported Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(H010-H129)Or(H131-H135) Quantity Tons: 0.05 Waste Quantity: 100 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Additional Info: Year: 2017 Gen EPA ID: CAL000393424 Shipment Date: 20170324 TC6651002.2s Page 80 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number O'REILLY AUTO PARTS#3046 (Continued) S118235335 Creation Date: 5/4/2018 18:31:04 Receipt Date: 20170330 Manifest ID: 005944759SKS Trans EPA ID: TXR000081205 Trans Name: SAFETY-KLEEN SYSTEMS INC Trans 2 EPA ID: MAD039322250 Trans 2 Name: CLEAN HARBORS ENVIRON SVCS INC TSDF EPA ID: CAD044429835 Trans Name: CLEAN HARBORS OF WILMINGTON LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 181 -Other inorganic solid waste Organics RCRA Code: Not reported Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.1 Waste Quantity: 200 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported CERS: Name: O'REILLY AUTO PARTS#3046 Address: 510 E 1ST ST City,State,Zip: TUSTIN,CA 92780 Site ID: 139270 CERS ID: 10459891 CERS Description: Chemical Storage Facilities Evaluation: Eval General Type: Other/Unknown Eval Date: 01-26-2018 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Facility has complied with the 2018 reporting requirement.Reviewed and declined HMBEP submittal.The following corrections are needed: CHEMICAL INVENTORY Waste Absorbent-Add the CAS#s to the Mixture Chart for the components that are listed.(only the oil is hazardous) Waste Oil G add the CAS#for the waste oil to the mixture chart (64742-65-0) 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: CERS 10459891 Accepted 2017 Annual Certification for the following elements: Facility Information Chemical Inventory Emergency Response and Training Plan Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS TC6651002.2s Page 81 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number O'REILLY AUTO PARTS#3046 (Continued) S118235335 Eval General Type: Other/Unknown Eval Date: 04-16-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: 2016 review:CERS 2 HazMat=HW-Accepted RUR to Stat 04 Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 05-22-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Read/review 2015 HMBEP in CERS.Accepted. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 05-22-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Read/review 2015 HMBEP in CERS.Accepted.New EPA ID#CAL000393424. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 06-05-2017 Violations Found: No Eval Type: Routine done by local agency Eval Notes: Onsite to conduct a routine hazardous waste inspection.Met with Steve Farrar.Inspected used oil,drained used oil/fuel filters,absorbent, and product breaks/returns(ignitables,reactives,corrosives,toxics). Drums were provided with a lid,stored in a secure manner and appear to be in good condition.The operator completes a maintenance inspection on the drums on a weekly basis.A Hazardous Waste label was noted on all drums with the required identification.Municipal dumpster area does not appear to contain any hazardous waste. Perimeter of facility inspected-did not observe any water runoff or staining at this time. Hazardous Waste Emergency Response plan was available for review.Manifests and bills of lading for all hazardous waste streams were reviewed today.Ensure all hazardous waste manifests/disposal documents are maintained on site for at least three years from the date of transport and are available for review during normal business[Truncated] Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 06-05-2017 Violations Found: No Eval Type: Routine done by local agency Eval Notes: The purpose of this visit is to conduct a routine Hazardous Materials Disclosure inspection.Met with Steve Farrar.During the inspection the following was observed: Reviewed list of chemicals stored onsite TC6651002.2s Page 82 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number O'REILLY AUTO PARTS#3046 (Continued) S118235335 and online.Reviewed training records onsite and online.The facility representative onsite stated that staff are trained at least yearly on emergency response procedures and hazardous waste management.The operator is also aware that new staff must be trained on emergency response within six months of employment and then yearly after that. Reviewed Business Emergency Plan/Plot Plan online.Completely reviewed and approved online CUPA form submittal on California Environmental Reporting System(CERS)The details of this report were discussed with Steve Farrar.A copy of this report will be mailed to the facility. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 07-15-2020 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous materials inspection.An inspection of the facility was completed with Steve Farrar.Observed the hazardous materials storage areas.The following reportable hazardous materials were observed today:-Used oily absorbents-Used motor oil Reviewed and verified site map item locations.Emergency response and contact information is available for review.Annual employee training records are current. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 07-15-2020 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous waste inspection.An inspection of the facility was completed with Steve farrar.Observed the waste storage area,perimeter of facility and trash container.Containers of wastes are covered and labeled.Wastes include damaged and returned flammables,corrosives,reactives,universal wastes,oil,and oily absorbents.Manifests for waste disposal are available for review. Emergency response and contact information is on site and available for review. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 08-02-2017 Violations Found: No Eval Type: Routine done by local agency Eval Notes: Onsite to conduct a routine hazardous waste inspection.Met with Cody Snodgrass. Inspected used oil,drained used oil/fuel filters, absorbents,broken or returned prod ucts(ig nitables,reactives, corrosives,and toxics).Drums were provided with a lid,stored in a secure manner and appear to be in good condition.The operator completes a maintenance inspection on the drums on a weekly basis.A Hazardous Waste label was noted on all drums with the required identification.Municipal dumpster area does not appear to contain any TC6651002.2s Page 83 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number O'REILLY AUTO PARTS#3046 (Continued) S118235335 hazardous waste.Perimeter of facility inspected-did not observe any water runoff or staining at this time. Hazardous Waste Emergency Response plan was available for review.Manifests and bills of lading for all hazardous waste streams were reviewed today. Ensure all hazardous waste manifests/disposal documents are maintained on site for at least three years from the date of transport and are available for review during normal business[Truncated] Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 08-02-2017 Violations Found: No Eval Type: Routine done by local agency Eval Notes: The purpose of this visit is to conduct a routine Hazardous Materials Disclosure inspection.Met with Cody Snodgrass.During the inspection the following was observed: Reviewed list of chemicals stored onsite and online.Reviewed training records onsite and online.The facility representative onsite stated that staff are trained at least yearly on emergency response procedures and hazardous waste management.The operator is also aware that new staff must be trained on emergency response within six months of employment and then yearly after that. Reviewed Business Emergency Plan/Plot Plan online.Completely reviewed and approved online CUPA form submittal on California Environmental Reporting System(CERS). Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 09-19-2014 Violations Found: No Eval Type: Routine done by local agency Eval Notes: O'reilly#3046 510 E. 1st St Tustin,Ca 92780 On site to conduct a facility assessment and Hazardous Waste Inspection.Met with Sean Boyd,Site Manager,who explained the process,escorted me through the site,and gave consent to enter/inspect.Inspection Notes:The facility EPA ID number was verified correct.Hazardous waste containers are labeled and covered.All containers storing hazardous waste must be labeled with the following information:1.The words G HAZARDOUS WasteG 2.Waste(name)3. Hazardous property of the waste (e.g.G toxic,flammable,corrosive,etc.)4.Physical state of the waste(liquid or solid)5.Name and address of the business.6. Accumulation date Hazardous Waste Emergency Response information was available and onsite.Verified contact and owner information.The facility dumpster and perimeter were inspected.No hazardous waste was observed.Please visit our website www.occupainfo.com for our information[Truncated] Eval Division: Orange County Environmental Health Eval Program: HW 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 TC6651002.2s Page 84 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number O'REILLY AUTO PARTS#3046 (Continued) S118235335 Eval Notes: Read/review 2015 HMBEP.Accepted. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Coordinates: Site ID: 139270 Facility Name: O'Reilly Auto Parts#3046 Env Int Type Code: HWG Program ID: 10459891 Coord Name: Not reported Ref Point Type Desc: Center of a facility or station. Latitude: 33.745630 Longitude: -117.818510 Affiliation: Affiliation Type Desc: Identification Signer Entity Name: Erin Baltazar,Agent for O'Reilly Auto Enterprises,L.L.C. Entity Title: Regulatory Compliance Specialist,Verisk 3E 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: O'Reilly Auto Enterprises,L.L.C. 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: (417)862-3333 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)433-6406 Affiliation Type Desc: Environmental Contact Entity Name: Verisk 3E,Regulatory Department/OG Reilly Auto Parts Entity Title: Not reported Affiliation Address: 3207 Grey Hawk Court,Suite 200 Affiliation City: Carlsbad Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92010 Affiliation Phone: Not reported TC6651002.2s Page 85 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number O'REILLY AUTO PARTS#3046 (Continued) S118235335 Affiliation Type Desc: Legal Owner Entity Name: O'Reilly Auto Enterprises,L.L.C. Entity Title: Not reported Affiliation Address: 702 E.Bethany Home Road Affiliation City: Phoenix Affiliation State: AZ Affiliation Country: United States Affiliation Zip: 85014 Affiliation Phone: (417)862-3333 Affiliation Type Desc: Document Preparer Entity Name: Erin Baltazar,Agent for O'Reilly Auto Enterprises,L.L.C. 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: Verisk 3E,Regulatory Dept./O'Reilly Auto,3207 Grey Hawk Ct,Ste 200 Affiliation City: Carlsbad Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92010 Affiliation Phone: Not reported Affiliation Type Desc: Parent Corporation Entity Name: O'Reilly Auto Parts 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 H WTS: Name: O'REILLY AUTO PARTS#3046 Address: 510 E 1ST ST Address 2: Not reported City,State,Zip: TUSTIN,CA 927803347 EPA ID: CAL000393424 Inactive Date: Not reported Create Date: 01/23/2014 Last Act Date: 12/09/2020 Mailing Name: Not reported Mailing Address: 233 S PATTERSON Mailing Address 2: Not reported Mailing City,State,Zip: SPRINGFIELD,MO 65802 Owner Name: O'REILLY AUTO PARTS Owner Address: 233 S PATTERSON Owner Address 2: Not reported TC6651002.2s Page 86 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number O'REILLY AUTO PARTS#3046 (Continued) S118235335 Owner City,State,Zip: SPRINGFIELD,MO 658020000 Contact Name: JOHN BOUNDS Contact Address: 233 S.PATTERSON AVE. Contact Address 2: Not reported City,State,Zip: SPRINGFIELD,MO 65802 NAICS: EPA ID: CAL000393424 Create Date: 2014-01-23 11:56:50.603 NAICS Code: 44131 NAICS Description: Automotive Parts and Accessories Stores Issued EPA ID Date: 2014-01-23 11:56:50.60000 Inactive Date: Not reported Facility Name: O'REILLY AUTO PARTS#3046 Facility Address: 510 E 1ST ST Facility Address 2: Not reported Facility City: TUSTIN Facility County: Not reported Facility State: CA Facility Zip: 927803347 H29 O'REILLY AUTO PARTS#3046 RCRA NonGen/NLR 1024842761 SE 510E 1ST ST CAL000393424 1/8-1/4 TUSTIN,CA 92780 0.179 mi. 946 ft. Site 2 of 14 in cluster H Relative: RCRA NonGen/NLR: Lower Date Form Received by Agency: 2014-01-23 00:00:00.0 Actual: Handler Name: O'REILLY AUTO PARTS#3046 132 ft. Handler Address: 510 E 1ST ST Handler City,State,Zip: TUSTIN,CA 92780-3347 EPA ID: CAL000393424 Contact Name: JOHN BOUNDS Contact Address: 233 S. PATTERSON AVE. Contact City,State,Zip: SPRINGFIELD,MO 65802 Contact Telephone: 417-520-4589 Contact Fax: 417-874-7102 Contact Email: JBOUNDS2@OREILLYAUTO.COM Contact Title: Not reported EPA Region: 09 Land Type: Not reported Federal Waste Generator Description: Not a generator,verified Non-Notifier: Not reported Biennial Report Cycle: Not reported Accessibility: Not reported Active Site Indicator: Handler Activities State District Owner: Not reported State District: Not reported Mailing Address: 233 S PATTERSON Mailing City,State,Zip: SPRINGFIELD,MO 65802-0000 Owner Name: O'REILLY AUTO PARTS Owner Type: Other Operator Name: JOHN BOUNDS Operator Type: Other Short-Term Generator Activity: No Importer Activity: No TC6651002.2s Page 87 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number O'REILLY AUTO PARTS#3046 (Continued) 1024842761 Mixed Waste Generator: No Transporter Activity: No Transfer Facility Activity: No Recycler Activity with Storage: No Small Quantity On-Site Burner Exemption: No Smelting Melting and Refining Furnace Exemption: No Underground Injection Control: No Off-Site Waste Receipt: No Universal Waste Indicator: Yes Universal Waste Destination Facility: Yes Federal Universal Waste: No Active Site Fed-Reg Treatment Storage and Disposal Facility: Not reported Active Site Converter Treatment storage and Disposal Facility: Not reported Active Site State-Reg Treatment Storage and Disposal Facility: Not reported Active Site State-Reg Handler: --- Federal Facility Indicator: Not reported Hazardous Secondary Material Indicator: N Sub-Part K Indicator: Not reported Commercial TSD Indicator: No Treatment Storage and Disposal Type: Not reported 2018 GPRA Permit Baseline: Not on the Baseline 2018 GPRA Renewals Baseline: Not on the Baseline Permit Renewals Workload Universe: Not reported Permit Workload Universe: Not reported Permit Progress Universe: Not reported Post-Closure Workload Universe: Not reported Closure Workload Universe: Not reported 202 GPRA Corrective Action Baseline: No Corrective Action Workload Universe: No Subject to Corrective Action Universe: No Non-TSDFs Where RCRA CA has Been Imposed Universe: No TSDFs Potentially Subject to CA Under 3004(u)/(v)Universe: No TSDFs Only Subject to CA under Discretionary Auth Universe: No Corrective Action Priority Ranking: No NCAPS ranking Environmental Control Indicator: No Institutional Control Indicator: No Human Exposure Controls Indicator: N/A Groundwater Controls Indicator: N/A Operating TSDF Universe: Not reported Full Enforcement Universe: Not reported Significant Non-Complier Universe: No Unaddressed Significant Non-Complier Universe: No Addressed Significant Non-Complier Universe: No Significant Non-Complier With a Compliance Schedule Universe: No Financial Assurance Required: Not reported Handler Date of Last Change: 2018-09-06 17:03:49.0 Recognized Trader-Importer: No Recognized Trader-Exporter: No Importer of Spent Lead Acid Batteries: No Exporter of Spent Lead Acid Batteries: No Recycler Activity Without Storage: No Manifest Broker: No Sub-Part P Indicator: No Handler-Owner Operator: Owner/Operator Indicator: Owner TC6651002.2s Page 88 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number O'REILLY AUTO PARTS#3046 (Continued) 1024842761 Owner/Operator Name: O'REILLY AUTO PARTS Legal Status: Other Date Became Current: Not reported Date Ended Current: Not reported Owner/Operator Address: 233 S PATTERSON Owner/Operator City,State,Zip: SPRINGFIELD,MO 65802-0000 Owner/Operator Telephone: 417-862-3333 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Operator Owner/Operator Name: JOHN BOUNDS Legal Status: Other Date Became Current: Not reported Date Ended Current: Not reported Owner/Operator Address: 233 S.PATTERSON AVE. Owner/Operator City,State,Zip: SPRINGFIELD,MO 65802 Owner/Operator Telephone: 417-520-4589 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Historic Generators: Receive Date: 2014-01-23 00:00:00.0 Handler Name: O'REILLY AUTO PARTS#3046 Federal Waste Generator Description: Not a generator,verified State District Owner: Not reported Large Quantity Handler of Universal Waste: No Recognized Trader Importer: No Recognized Trader Exporter: No Spent Lead Acid Battery Importer: No Spent Lead Acid Battery Exporter: No Current Record: Yes Non Storage Recycler Activity: Not reported Electronic Manifest Broker: Not reported List of NAICS Codes and Descriptions: NAICS Code: 44131 NAICS Description: AUTOMOTIVE PARTS AND ACCESSORIES STORES Facility Has Received Notices of Violations: Violations: No Violations Found Evaluation Action Summary: Evaluations: No Evaluations Found TC6651002.2s Page 89 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number H30 SALLY BEAUTY SUPPLIES CERS HAZ WASTE S121019851 SE 518 E 1ST ST HAZNET N/A 1/8-1/4 TUSTIN,CA 92780 HWTS 0.182 mi. 961 ft. Site 3 of 14 in cluster H Relative: CERS HAZ WASTE: Lower Name: SALLY BEAUTY SUPPLY#1016 Actual: Address: 518 E 1ST ST 132 ft. City,State,Zip: TUSTIN,CA 92780 Site ID: 367553 CERS ID: 10665844 CERS Description: Hazardous Waste Generator Evaluation: Eval General Type: Other/Unknown Eval Date: 04-15-2020 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Notified via CERS that the dba has changed to Sally Beauty Supply #1016.Submit RUR to change. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 05-16-2018 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: 05-16-2018 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine inspection. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 11-08-2017 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: SALLY BEAUTY-518 E 1 ST ST,TUSTIN 92780 2017 CERS OW/BA Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 11-10-2017 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: NFF:New record Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS TC6651002.2s Page 90 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SALLY BEAUTY SUPPLIES (Continued) S121019851 Coordinates: Site ID: 367553 Facility Name: SALLY BEAUTY SUPPLY#1016 Env Int Type Code: HWG Program ID: 10665844 Coord Name: Not reported Ref Point Type Desc: Center of a facility or station. Latitude: 33.745630 Longitude: -117.818510 Affiliation: Affiliation Type Desc: Facility Mailing Address Entity Name: Mailing Address Entity Title: Not reported Affiliation Address: 3207 Grey Hawk Ct.,Suite 200 Affiliation City: Carlsbad Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92010 Affiliation Phone: Not reported Affiliation Type Desc: Identification Signer Entity Name: Karina Romero,Agent for Sally Holdings LLC Entity Title: Regulatory Business Solutions 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: Sally Holdings LLC Entity Title: Not reported Affiliation Address: 3001 Colorado Blvd. Affiliation City: Denton Affiliation State: TX Affiliation Country: United States Affiliation Zip: 76210 Affiliation Phone: (940)898-7500 Affiliation Type Desc: Document Preparer Entity Name: Karina Romero,Agent for Sally Holdings 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: Operator Entity Name: Sally Beauty Supply LLC Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported TC6651002.2s Page 91 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SALLY BEAUTY SUPPLIES (Continued) S121019851 Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: (940)898-7500 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)433-6406 Affiliation Type Desc: Parent Corporation Entity Name: Sally Holdings 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: Environmental Contact Entity Name: DEBBIE MIDDLETON Entity Title: Not reported Affiliation Address: 3001 Colorado Blvd. Affiliation City: Denton Affiliation State: TX Affiliation Country: Not reported Affiliation Zip: 76210 Affiliation Phone: Not reported HAZN ET: Name: SALLY BEAUTY SUPPLIES Address: 518 E 1 ST ST Address 2: Not reported City,State,Zip: TUSTIN,CA 083500000 Contact: DAVID EPSTEIN Telephone: 8566928100 Mailing Name: Not reported Mailing Address: PO BOX 339 Year: 2018 Gepaid: CAL000411425 TSD EPA ID: MXC130619001 CA Waste Code: 561 -Detergent waste chemicals Disposal Method: H039-Other Recovery Of Reclamation For Reuse Including Acid Regeneration,Organics Recovery Ect Tons: 0.11750 Year: 2018 Gepaid: CAL000411425 TSD EPA ID: MXC130619001 TC6651002.2s Page 92 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SALLY BEAUTY SUPPLIES (Continued) S121019851 CA Waste Code: 331 -Off-specification,aged or surplus organics Disposal Method: H020-Solvents Recovery Tons: 0.02750 Year: 2018 Gepaid: CAL000411425 TSD EPA ID: MXC130619001 CA Waste Code: 352-Other organic solids Disposal Method: H050-Energy Recovery At This Site--Use As Fuel(Includes On-Site Fuel Blending) Tons: 0.01000 Year: 2017 Gepaid: CAL000411425 TSD EPA ID: MXC130619001 CA Waste Code: 331 -Off-specification,aged or surplus organics Disposal Method: H020-Solvents Recovery Tons: 0.0495 Year: 2017 Gepaid: CAL000411425 TSD EPA ID: MXC130619001 CA Waste Code: 352-Other organic solids Disposal Method: H050-Energy Recovery At This Site--Use As Fuel(Includes On-Site Fuel Blending) Tons: 0.0335 Year: 2017 Gepaid: CAL000411425 TSD EPA ID: MXC130619001 CA Waste Code: 561 -Detergent waste chemicals Disposal Method: H039-Other Recovery Of Reclamation For Reuse Including Acid Regeneration,Organics Recovery Ect Tons: 0.1025 Year: 2016 Gepaid: CAL000411425 TSD EPA ID: MXC130619001 CA Waste Code: 331 -Off-specification,aged or surplus organics Disposal Method: H020-Solvents Recovery Tons: 0.075 Year: 2016 Gepaid: CAL000411425 TSD EPA ID: MXC130619001 CA Waste Code: 352-Other organic solids Disposal Method: H050-Energy Recovery At This Site--Use As Fuel(Includes On-Site Fuel Blending) Tons: 0.0575 Year: 2016 Gepaid: CAL000411425 TSD EPA ID: MXC130619001 CA Waste Code: 561 -Detergent waste chemicals Disposal Method: H039-Other Recovery Of Reclamation For Reuse Including Acid Regeneration,Organics Recovery Ect Tons: 0.02 TC6651002.2s Page 93 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SALLY BEAUTY SUPPLIES (Continued) S121019851 Year: 2016 Gepaid: CAL000411425 TSD EPA ID: MXC130619001 CA Waste Code: 561 -Detergent waste chemicals Disposal Method: H123-Settling Or Clarification Tons: 0.115 dirk this hgpprlink while viewing on your computer to access additional CA HAZNET:detail in the EDR Site Report. Additional Info: Year: 2017 Gen EPA ID: CAL000411425 Shipment Date: 20171012 Creation Date: 7/11/2018 18:31:13 Receipt Date: 20171019 Manifest ID: 017798639JJK Trans EPA ID: CAD981377864 Trans Name: IDR ENVIRONMENTAL SERVICES Trans 2 EPA ID: CAR000194217 Trans 2 Name: TEMARRY RECYCLING INC TSDF EPA ID: MXC130619001 Trans Name: RECICLADORA TEMARRY DE MEXICO SA DE CV TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 352-Other organic solids RCRA Code: Not reported Meth Code: H050-Energy Recovery At This Site--Use As Fuel(Includes On-Site Fuel Blending) Quantity Tons: 0.005 Waste Quantity: 10 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20171012 Creation Date: 7/11/2018 18:31:13 Receipt Date: 20171019 Manifest ID: 017798639JJK Trans EPA ID: CAD981377864 Trans Name: IDR ENVIRONMENTAL SERVICES Trans 2 EPA ID: CAR000194217 Trans 2 Name: TEMARRY RECYCLING INC TSDF EPA ID: MXC130619001 Trans Name: RECICLADORA TEMARRY DE MEXICO SA DE CV TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 331 -Off-specification,aged,or surplus organics RCRA Code: D035 Meth Code: H020-Solvents Recovery Quantity Tons: 0.0075 Waste Quantity: 15 TC6651002.2s Page 94 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SALLY BEAUTY SUPPLIES (Continued) S121019851 Quantity Unit: P Additional Code 1: D001 Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20171012 Creation Date: 7/11/2018 18:31:13 Receipt Date: 20171019 Manifest ID: 017798639JJK Trans EPA ID: CAD981377864 Trans Name: IDR ENVIRONMENTAL SERVICES Trans 2 EPA ID: CAR000194217 Trans 2 Name: TEMARRY RECYCLING INC TSDF EPA ID: MXC130619001 Trans Name: RECICLADORA TEMARRY DE MEXICO SA DE CV TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 331 -Off-specification,aged,or surplus organics RCRA Code: F003 Meth Code: H020-Solvents Recovery Quantity Tons: 0.005 Waste Quantity: 10 Quantity Unit: P Additional Code 1: D035 Additional Code 2: D001 Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20171012 Creation Date: 7/11/2018 18:31:13 Receipt Date: 20171019 Manifest ID: 017798639JJK Trans EPA ID: CAD981377864 Trans Name: IDR ENVIRONMENTAL SERVICES Trans 2 EPA ID: CAR000194217 Trans 2 Name: TEMARRY RECYCLING INC TSDF EPA ID: MXC130619001 Trans Name: RECICLADORA TEMARRY DE MEXICO SA DE CV TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 561 -Not reported RCRA Code: Not reported Meth Code: H039-Other Recovery Of Reclamation For Reuse Including Acid Regeneration,Organics Recovery Ect Quantity Tons: 0.045 Waste Quantity: 90 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20170718 TC6651002.2s Page 95 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SALLY BEAUTY SUPPLIES (Continued) S121019851 Creation Date: 10/10/2018 18:30:31 Receipt Date: 20170728 Manifest ID: 017126701JJK Trans EPA ID: CAD981377864 Trans Name: IDR ENVIRONMENTAL SERVICES Trans 2 EPA ID: CAR000194217 Trans 2 Name: TEMARRY RECYCLING INC TSDF EPA ID: MXC130619001 Trans Name: RECICLADORA TEMARRY DE MEXICO SA DE CV TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 561 -Not reported RCRA Code: Not reported Meth Code: H039-Other Recovery Of Reclamation For Reuse Including Acid Regeneration,Organics Recovery Ect Quantity Tons: 0.0475 Waste Quantity: 95 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20170718 Creation Date: 10/10/2018 18:30:31 Receipt Date: 20170728 Manifest ID: 017126701JJK Trans EPA ID: CAD981377864 Trans Name: IDR ENVIRONMENTAL SERVICES Trans 2 EPA ID: CAR000194217 Trans 2 Name: TEMARRY RECYCLING INC TSDF EPA ID: MXC130619001 Trans Name: RECICLADORA TEMARRY DE MEXICO SA DE CV TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 331 -Off-specification,aged,or surplus organics RCRA Code: F003 Meth Code: H020-Solvents Recovery Quantity Tons: 0.005 Waste Quantity: 10 Quantity Unit: P Additional Code 1: D035 Additional Code 2: D001 Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20170718 Creation Date: 10/10/2018 18:30:31 Receipt Date: 20170728 Manifest ID: 017126701JJK Trans EPA ID: CAD981377864 Trans Name: IDR ENVIRONMENTAL SERVICES Trans 2 EPA ID: CAR000194217 Trans 2 Name: TEMARRY RECYCLING INC TSDF EPA ID: MXC130619001 TC6651002.2s Page 96 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SALLY BEAUTY SUPPLIES (Continued) S121019851 Trans Name: RECICLADORA TEMARRY DE MEXICO SA DE CV TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 331 -Off-specification,aged,or surplus organics RCRA Code: D035 Meth Code: H020-Solvents Recovery Quantity Tons: 0.009 Waste Quantity: 18 Quantity Unit: P Additional Code 1: D001 Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20170718 Creation Date: 10/10/2018 18:30:31 Receipt Date: 20170728 Manifest ID: 017126701JJK Trans EPA ID: CAD981377864 Trans Name: IDR ENVIRONMENTAL SERVICES Trans 2 EPA ID: CAR000194217 Trans 2 Name: TEMARRY RECYCLING INC TSDF EPA ID: MXC130619001 Trans Name: RECICLADORA TEMARRY DE MEXICO SA DE CV TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 352-Other organic solids RCRA Code: Not reported Meth Code: H050-Energy Recovery At This Site--Use As Fuel(Includes On-Site Fuel Blending) Quantity Tons: 0.006 Waste Quantity: 12 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20170411 Creation Date: 5/11/2018 18:34:48 Receipt Date: 20170419 Manifest ID: 017119261JJK Trans EPA ID: CAD981377864 Trans Name: IDR ENVIRONMENTAL SERVICES Trans 2 EPA ID: CAR000194217 Trans 2 Name: TEMARRY RECYCLING INC TSDF EPA ID: MXC130619001 Trans Name: RECICLADORA TEMARRY DE MEXICO SA DE CV TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 561 -Not reported RCRA Code: Not reported Meth Code: H039-Other Recovery Of Reclamation For Reuse Including Acid Regeneration,Organics Recovery Ect Quantity Tons: 0.0375 TC6651002.2s Page 97 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SALLY BEAUTY SUPPLIES (Continued) S121019851 Waste Quantity: 75 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20170411 Creation Date: 5/11/2018 18:34:48 Receipt Date: 20170419 Manifest ID: 017119261JJK Trans EPA ID: CAD981377864 Trans Name: IDR ENVIRONMENTAL SERVICES Trans 2 EPA ID: CAR000194217 Trans 2 Name: TEMARRY RECYCLING INC TSDF EPA ID: MXC130619001 Trans Name: RECICLADORA TEMARRY DE MEXICO SA DE CV TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 331 -Off-specification,aged,or surplus organics RCRA Code: F003 Meth Code: H020-Solvents Recovery Quantity Tons: 0.007 Waste Quantity: 14 Quantity Unit: P Additional Code 1: D035 Additional Code 2: D001 Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported H WTS: Name: SALLY BEAUTY SUPPLIES#1016 Address: 518 E 1 ST ST Address 2: Not reported City,State,Zip: TUSTIN,CA 927803313 EPA ID: CAL000411425 Inactive Date: Not reported Create Date: 10/21/2015 Last Act Date: 08/20/2020 Mailing Name: Not reported Mailing Address: PO BOX 339 Mailing Address 2: Not reported Mailing City,State,Zip: RICHLAND,NJ 083500000 Owner Name: SALLY BEAUTY HOLDING LLC Owner Address: 3001 COLORADO BLVD Owner Address 2: Not reported Owner City,State,Zip: DENTON,TX 76210 Contact Name: DEBBIE MIDDLETON Contact Address: 3001 COLORADO BLVD Contact Address 2: Not reported City,State,Zip: DENTON,TX 762100000 NAICS: EPA ID: CAL000411425 Create Date: 2015-10-21 13:25:01.313 TC6651002.2s Page 98 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SALLY BEAUTY SUPPLIES (Continued) S121019851 NAICS Code: 44612 NAICS Description: Cosmetics,Beauty Supplies,and Perfume Stores Issued EPA ID Date: 2015-10-21 13:25:01.31000 Inactive Date: Not reported Facility Name: SALLY BEAUTY SUPPLIES#1016 Facility Address: 518 E 1 ST ST Facility Address 2: Not reported Facility City: TUSTIN Facility County: Not reported Facility State: CA Facility Zip: 927803313 H31 SALLY BEAUTY SUPPLIES#1016 RCRA NonGen/NLR 1024852365 SE 518 E 1ST ST CAL000411425 1/8-1/4 TUSTIN,CA 92780 0.182 mi. 961 ft. Site 4 of 14 in cluster H Relative: RCRA NonGen/NLR: Lower Date Form Received by Agency: 2020-07-27 00:00:00.0 Actual: Handler Name: SALLY BEAUTY SUPPLIES#1016 132 ft. Handler Address: 518 E 1ST ST Handler City,State,Zip: TUSTIN,CA 92780-3313 EPA ID: CAL000411425 Contact Name: DEBBIE MIDDLETON Contact Address: 3001 COLORADO BLVD Contact City,State,Zip: DENTON,TX 76210 Contact Telephone: 940-297-4964 Contact Fax: Not reported Contact Email: DMIDDLETON@SALLYBEAUTY.COM Contact Title: Not reported EPA Region: 09 Land Type: Not reported Federal Waste Generator Description: Not a generator,verified Non-Notifier: Not reported Biennial Report Cycle: Not reported Accessibility: Not reported Active Site Indicator: Not reported State District Owner: Not reported State District: Not reported Mailing Address: GREY HAWK CT STE 200 Mailing City,State,Zip: CARLSBAD,CA 92010 Owner Name: Not reported Owner Type: Not reported Operator Name: SALLY BEAUTY HOLDING LLC Operator Type: Other Short-Term Generator Activity: No Importer Activity: No Mixed Waste Generator: No Transporter Activity: No Transfer Facility Activity: No Recycler Activity with Storage: No Small Quantity On-Site Burner Exemption: No Smelting Melting and Refining Furnace Exemption: No Underground Injection Control: No Off-Site Waste Receipt: No Universal Waste Indicator: No TC6651002.2s Page 99 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SALLY BEAUTY SUPPLIES#1016 (Continued) 1024852365 Universal Waste Destination Facility: No Federal Universal Waste: No Active Site Fed-Reg Treatment Storage and Disposal Facility: Not reported Active Site Converter Treatment storage and Disposal Facility: Not reported Active Site State-Reg Treatment Storage and Disposal Facility: Not reported Active Site State-Reg Handler: --- Federal Facility Indicator: Not reported Hazardous Secondary Material Indicator: N Sub-Part K Indicator: Not reported Commercial TSD Indicator: No Treatment Storage and Disposal Type: Not reported 2018 GPRA Permit Baseline: Not on the Baseline 2018 GPRA Renewals Baseline: Not on the Baseline Permit Renewals Workload Universe: Not reported Permit Workload Universe: Not reported Permit Progress Universe: Not reported Post-Closure Workload Universe: Not reported Closure Workload Universe: Not reported 202 GPRA Corrective Action Baseline: No Corrective Action Workload Universe: No Subject to Corrective Action Universe: No Non-TSDFs Where RCRA CA has Been Imposed Universe: No TSDFs Potentially Subject to CA Under 3004(u)/(v)Universe: No TSDFs Only Subject to CA under Discretionary Auth Universe: No Corrective Action Priority Ranking: No NCAPS ranking Environmental Control Indicator: No Institutional Control Indicator: No Human Exposure Controls Indicator: N/A Groundwater Controls Indicator: N/A Operating TSDF Universe: Not reported Full Enforcement Universe: Not reported Significant Non-Complier Universe: No Unaddressed Significant Non-Complier Universe: No Addressed Significant Non-Complier Universe: No Significant Non-Complier With a Compliance Schedule Universe: No Financial Assurance Required: Not reported Handler Date of Last Change: 2020-08-04 11:22:44.0 Recognized Trader-Importer: No Recognized Trader-Exporter: No Importer of Spent Lead Acid Batteries: No Exporter of Spent Lead Acid Batteries: No Recycler Activity Without Storage: No Manifest Broker: No Sub-Part P Indicator: No Handler-Owner Operator: Owner/Operator Indicator: Operator Owner/Operator Name: SALLY BEAUTY HOLDING LLC Legal Status: Other Date Became Current: Not reported Date Ended Current: Not reported Owner/Operator Address: 3001 COLORADO BLVD Owner/Operator City,State,Zip: DENTON,TX 76210 Owner/Operator Telephone: 940-898-7500 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported TC6651002.2s Page 100 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SALLY BEAUTY SUPPLIES#1016 (Continued) 1024852365 Owner/Operator Email: Not reported Owner/Operator Indicator: Operator Owner/Operator Name: RANDY GOSS Legal Status: Other Date Became Current: Not reported Date Ended Current: Not reported Owner/Operator Address: 3001 COLORADO BLVD Owner/Operator City,State,Zip: DENTON,TX 76210 Owner/Operator Telephone: 940-898-7500 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Owner Owner/Operator Name: SALLY BEAUTY HOLDING LLC Legal Status: Other Date Became Current: Not reported Date Ended Current: Not reported Owner/Operator Address: 3001 COLORADO BLVD Owner/Operator City,State,Zip: DENTON,TX 76210 Owner/Operator Telephone: 940-898-7500 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Historic Generators: Receive Date: 2015-10-21 00:00:00.0 Handler Name: SALLY BEAUTY SUPPLIES Federal Waste Generator Description: Not a generator,verified State District Owner: Not reported Large Quantity Handler of Universal Waste: No Recognized Trader Importer: No Recognized Trader Exporter: No Spent Lead Acid Battery Importer: No Spent Lead Acid Battery Exporter: No Current Record: No Non Storage Recycler Activity: Not reported Electronic Manifest Broker: Not reported Receive Date: 2020-07-27 00:00:00.0 Handler Name: SALLY BEAUTY SUPPLIES#1016 Federal Waste Generator Description: Not a generator,verified State District Owner: Not reported Large Quantity Handler of Universal Waste: No Recognized Trader Importer: No Recognized Trader Exporter: No Spent Lead Acid Battery Importer: No Spent Lead Acid Battery Exporter: No Current Record: Yes Non Storage Recycler Activity: No Electronic Manifest Broker: No List of NAICS Codes and Descriptions: NAICS Code: 44612 NAICS Description: COSMETICS,BEAUTY SUPPLIES,AND PERFUME STORES TC6651002.2s Page 101 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SALLY BEAUTY SUPPLIES#1016 (Continued) 1024852365 Facility Has Received Notices of Violations: Violations: No Violations Found Evaluation Action Summary: Evaluations: No Evaluations Found H32 BIG 5 SPORTING GOODS#023 RCRA NonGen/NLR 1024851511 SE 520 E 1ST ST CAL000410102 1/8-1/4 TUSTIN,CA 92780 0.183 mi. 964 ft. Site 5 of 14 in cluster H Relative: RCRA NonGen/NLR: Lower Date Form Received by Agency: 2015-09-14 00:00:00.0 Actual: Handler Name: BIG 5 SPORTING GOODS#023 132 ft. Handler Address: 520 E 1ST ST Handler City,State,Zip: TUSTIN,CA 92780-3313 EPA ID: CAL000410102 Contact Name: ROGER TANAKA EXT 5523 Contact Address: 2525 E EL SEGUNDO BLVD Contact City,State,Zip: EL SEGUNDO,CA 90245 Contact Telephone: 310-536-0611 Contact Fax: Not reported Contact Email: ASHLEY.CAMPBELL@STERICYCLE.COM Contact Title: Not reported EPA Region: 09 Land Type: Not reported Federal Waste Generator Description: Not a generator,verified Non-Notifier: Not reported Biennial Report Cycle: Not reported Accessibility: Not reported Active Site Indicator: Handler Activities State District Owner: Not reported State District: Not reported Mailing Address: 2525 E EL SEGUNDO BLVD Mailing City,State,Zip: EL SEGUNDO,CA 90245 Owner Name: BIG 5 CORP Owner Type: Other Operator Name: ROGER TANAKA EXT 5523 Operator Type: Other Short-Term Generator Activity: No Importer Activity: No Mixed Waste Generator: No Transporter Activity: No Transfer Facility Activity: No Recycler Activity with Storage: No Small Quantity On-Site Burner Exemption: No Smelting Melting and Refining Furnace Exemption: No Underground Injection Control: No Off-Site Waste Receipt: No Universal Waste Indicator: Yes Universal Waste Destination Facility: Yes Federal Universal Waste: No Active Site Fed-Reg Treatment Storage and Disposal Facility: Not reported Active Site Converter Treatment storage and Disposal Facility: Not reported Active Site State-Reg Treatment Storage and Disposal Facility: Not reported TC6651002.2s Page 102 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number BIG 5 SPORTING GOODS#023 (Continued) 1024851511 Active Site State-Reg Handler: --- Federal Facility Indicator: Not reported Hazardous Secondary Material Indicator: N Sub-Part K Indicator: Not reported Commercial TSD Indicator: No Treatment Storage and Disposal Type: Not reported 2018 GPRA Permit Baseline: Not on the Baseline 2018 GPRA Renewals Baseline: Not on the Baseline Permit Renewals Workload Universe: Not reported Permit Workload Universe: Not reported Permit Progress Universe: Not reported Post-Closure Workload Universe: Not reported Closure Workload Universe: Not reported 202 GPRA Corrective Action Baseline: No Corrective Action Workload Universe: No Subject to Corrective Action Universe: No Non-TSDFs Where RCRA CA has Been Imposed Universe: No TSDFs Potentially Subject to CA Under 3004(u)/(v)Universe: No TSDFs Only Subject to CA under Discretionary Auth Universe: No Corrective Action Priority Ranking: No NCAPS ranking Environmental Control Indicator: No Institutional Control Indicator: No Human Exposure Controls Indicator: N/A Groundwater Controls Indicator: N/A Operating TSDF Universe: Not reported Full Enforcement Universe: Not reported Significant Non-Complier Universe: No Unaddressed Significant Non-Complier Universe: No Addressed Significant Non-Complier Universe: No Significant Non-Complier With a Compliance Schedule Universe: No Financial Assurance Required: Not reported Handler Date of Last Change: 2018-09-06 17:06:40.0 Recognized Trader-Importer: No Recognized Trader-Exporter: No Importer of Spent Lead Acid Batteries: No Exporter of Spent Lead Acid Batteries: No Recycler Activity Without Storage: No Manifest Broker: No Sub-Part P Indicator: No Handler-Owner Operator: Owner/Operator Indicator: Owner Owner/Operator Name: BIG 5 CORP Legal Status: Other Date Became Current: Not reported Date Ended Current: Not reported Owner/Operator Address: 2525 E EL SEGUNDO BLVD Owner/Operator City,State,Zip: EL SEGUNDO,CA 90245 Owner/Operator Telephone: 310-536-0611 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Operator Owner/Operator Name: ROGER TANAKA EXT 5523 Legal Status: Other TC6651002.2s Page 103 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number BIG 5 SPORTING GOODS#023 (Continued) 1024851511 Date Became Current: Not reported Date Ended Current: Not reported Owner/Operator Address: 2525 E EL SEGUNDO BLVD Owner/Operator City,State,Zip: EL SEGUNDO,CA 90245 Owner/Operator Telephone: 310-536-0611 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Historic Generators: Receive Date: 2015-09-14 00:00:00.0 Handler Name: BIG 5 SPORTING GOODS#023 Federal Waste Generator Description: Not a generator,verified State District Owner: Not reported Large Quantity Handler of Universal Waste: No Recognized Trader Importer: No Recognized Trader Exporter: No Spent Lead Acid Battery Importer: No Spent Lead Acid Battery Exporter: No Current Record: Yes Non Storage Recycler Activity: Not reported Electronic Manifest Broker: Not reported List of NAICS Codes and Descriptions: NAICS Code: 45111 NAICS Description: SPORTING GOODS STORES Facility Has Received Notices of Violations: Violations: No Violations Found Evaluation Action Summary: Evaluations: No Evaluations Found H33 BIG 5 SPORTING GOODS#023 CERS HAZ WASTE S118938694 SE 520 E 1ST ST HAZNET N/A 1/8-1/4 TUSTIN,CA 92780 HWTS 0.183 mi. 964 ft. Site 6 of 14 in cluster H Relative: CERS HAZ WASTE: Lower Name: BIG 5 SPORTING GOODS#023 Actual: Address: 520 E 1ST ST 132 ft. City,State,Zip: TUSTIN,CA 92780 Site ID: 366480 CERS ID: 10664344 CERS Description: Hazardous Waste Generator Evaluation: Eval General Type: Compliance Evaluation Inspection Eval Date: 03-06-2019 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous waste inspection.An inspection of the facility was completed with James Young.Observed the waste storage area,perimeter of facility and trash container.Currently there is no TC6651002.2s Page 104 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number BIG 5 SPORTING GOODS#023 (Continued) S118938694 hazardous waste stored on site. Emergency response and contact information is on site and available for review.Verified the owner as Big 5 Sporting Goods Corporation. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Coordinates: Site ID: 366480 Facility Name: BIG 5 SPORTING GOODS#023 Env Int Type Code: HWG Program ID: 10664344 Coord Name: Not reported Ref Point Type Desc: Center of a facility or station. Latitude: 33.745630 Longitude: -117.818500 Affiliation: Affiliation Type Desc: Environmental Contact Entity Name: ROGER TANAKA Entity Title: Not reported Affiliation Address: 2525 E.EL SEGUNDO BLVD Affiliation City: EL SEGUNDO Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 90245 Affiliation Phone: Not reported Affiliation Type Desc: Facility Mailing Address Entity Name: Mailing Address Entity Title: Not reported Affiliation Address: 2525 E.EL SEGUNDO BLVD Affiliation City: EL SEGUNDO Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 90245 Affiliation Phone: Not reported Affiliation Type Desc: Identification Signer Entity Name: Ashley Campbell Entity Title: ENVIRONMENTAL COMPLIANCE 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: Operator Entity Name: BIG 5 SPORTING GOODS#023 Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported TC6651002.2s Page 105 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number BIG 5 SPORTING GOODS#023 (Continued) S118938694 Affiliation Phone: (714)544-9808 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)433-6406 Affiliation Type Desc: Document Preparer Entity Name: ASHLEY CAMPBELL 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: BIG 5 SPORTING GOODS CORPORATION Entity Title: Not reported Affiliation Address: 2525 E.EL SEGUNDO BLVD Affiliation City: EL SEGUNDO Affiliation State: CA Affiliation Country: United States Affiliation Zip: 90245 Affiliation Phone: (310)350-2413 Affiliation Type Desc: Parent Corporation Entity Name: BIG 5 SPORTING GOODS 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: Name: BIG 5 SPORTING GOODS#023 Address: 520 E 1ST ST Address 2: Not reported City,State,Zip: TUSTIN,CA 927803313 Contact: ROGER TANAKA EXT 5523 Telephone: 3105360611 Mailing Name: Not reported Mailing Address: 2525 E EL SEGUNDO BLVD Year: 2017 Gepaid: CAL000410102 TSD EPA ID: CAD008364432 CA Waste Code: 331 -Off-specification,aged or surplus organics TC6651002.2s Page 106 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number BIG 5 SPORTING GOODS#023 (Continued) S118938694 Disposal Method: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(H010-H129)Or(H131-H135) Tons: 0.002 Year: 2016 Gepaid: CAL000410102 TSD EPA ID: CAD008364432 CA Waste Code: 181 -Other inorganic solid waste Disposal Method: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(H010-H129)Or(H131-H135) Tons: 0.003 Year: 2016 Gepaid: CAL000410102 TSD EPA ID: CAD008364432 CA Waste Code: 331 -Off-specification,aged or surplus organics Disposal Method: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(H010-H129)Or(H131-H135) Tons: 0.0005 Year: 2015 Gepaid: CAL000410102 TSD EPA ID: CAD008364432 CA Waste Code: 181 -Other inorganic solid waste Disposal Method: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(H010-H129)Or(H131-H135) Tons: 0.001 Year: 2015 Gepaid: CAL000410102 TSD EPA ID: CAD008364432 CA Waste Code: 331 -Off-specification,aged or surplus organics Disposal Method: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(H010-H129)Or(H131-H135) Tons: 0.0005 Additional Info: Year: 2015 Gen EPA ID: CAL000410102 Shipment Date: 20151030 Creation Date: 1/7/2016 22:15:09 Receipt Date: 20151105 Manifest ID: 008474798FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: CAD983649880 Trans 2 Name: PSC ENVIRONMENTAL SERVICES LP TSDF EPA ID: CAD008364432 Trans Name: RHO CHEM LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 331 -Off-specification,aged,or surplus organics RCRA Code: D035 Meth Code: H 141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(H010-H129)Or(H131-H135) TC6651002.2s Page 107 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number BIG 5 SPORTING GOODS#023 (Continued) S118938694 Quantity Tons: 0.0005 Waste Quantity: 1 Quantity Unit: P Additional Code 1: D001 Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20151030 Creation Date: 1/7/2016 22:15:09 Receipt Date: 20151105 Manifest ID: 008474798FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: CAD983649880 Trans 2 Name: PSC ENVIRONMENTAL SERVICES LP TSDF EPA ID: CAD008364432 Trans Name: RHO CHEM LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 181 -Other inorganic solid waste Organics RCRA Code: Not reported Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(H010-H129)Or(H131-H135) Quantity Tons: 0.0005 Waste Quantity: 1 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20151030 Creation Date: 1/7/2016 22:15:09 Receipt Date: 20151105 Manifest ID: 008474798FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: CAD983649880 Trans 2 Name: PSC ENVIRONMENTAL SERVICES LP TSDF EPA ID: CAD008364432 Trans Name: RHO CHEM LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 181 -Other inorganic solid waste Organics RCRA Code: Not reported Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(H010-H129)Or(H131-H135) Quantity Tons: 0.0005 Waste Quantity: 1 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported TC6651002.2s Page 108 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number BIG 5 SPORTING GOODS#023 (Continued) S118938694 Additional Code 5: Not reported Additional Info: Year: 2016 Gen EPA ID: CAL000410102 Shipment Date: 20151030 Creation Date: 1/7/2016 22:15:09 Receipt Date: 20151105 Manifest ID: 008474798FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: CAD983649880 Trans 2 Name: PSC ENVIRONMENTAL SERVICES LP TSDF EPA ID: CAD008364432 Trans Name: RHO CHEM LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 331 -Off-specification,aged,or surplus organics RCRA Code: D035 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.0005 Waste Quantity: 1 Quantity Unit: P Additional Code 1: D001 Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20151030 Creation Date: 1/7/2016 22:15:09 Receipt Date: 20151105 Manifest ID: 008474798FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: CAD983649880 Trans 2 Name: PSC ENVIRONMENTAL SERVICES LP TSDF EPA ID: CAD008364432 Trans Name: RHO CHEM LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 181 -Other inorganic solid waste Organics RCRA Code: Not reported Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.0005 Waste Quantity: 1 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20151030 TC6651002.2s Page 109 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number BIG 5 SPORTING GOODS#023 (Continued) S118938694 Creation Date: 1/7/2016 22:15:09 Receipt Date: 20151105 Manifest ID: 008474798FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: CAD983649880 Trans 2 Name: PSC ENVIRONMENTAL SERVICES LP TSDF EPA ID: CAD008364432 Trans Name: RHO CHEM LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 181 -Other inorganic solid waste Organics RCRA Code: Not reported Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(H010-H129)Or(H131-H135) Quantity Tons: 0.0005 Waste Quantity: 1 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Additional Info: Year: 2017 Gen EPA ID: CAL000410102 Shipment Date: 20170421 Creation Date: 5/9/2018 18:31:26 Receipt Date: 20170502 Manifest ID: 010029380FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: NED986382133 Trans 2 Name: S S T TSDF EPA ID: CAD008364432 Trans Name: RHO CHEM LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 331 -Off-specification,aged,or surplus organics RCRA Code: Not reported Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(H010-H129)Or(H131-H135) Quantity Tons: 0.002 Waste Quantity: 4 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported H WTS: Name: BIG 5 SPORTING GOODS#023 Address: 520 E 1 ST ST TC6651002.2s Page 110 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number BIG 5 SPORTING GOODS#023 (Continued) S118938694 Address 2: Not reported City,State,Zip: TUSTIN,CA 927803313 EPA ID: CAL000410102 Inactive Date: Not reported Create Date: 09/14/2015 Last Act Date: 11/02/2020 Mailing Name: Not reported Mailing Address: 2525 E EL SEGUNDO BLVD Mailing Address 2: Not reported Mailing City,State,Zip: EL SEGUNDO,CA 90245 Owner Name: BIG 5 CORP Owner Address: 2525 E EL SEGUNDO BLVD Owner Address 2: Not reported Owner City,State,Zip: EL SEGUNDO,CA 90245 Contact Name: ROGER TANAKA EXT 5523 Contact Address: 2525 E EL SEGUNDO BLVD Contact Address 2: Not reported City,State,Zip: EL SEGUNDO,CA 90245 NAICS: EPA ID: CAL000410102 Create Date: 2015-09-14 09:39:34.880 NAICS Code: 45111 NAICS Description: Sporting Goods Stores Issued EPA ID Date: 2015-09-14 09:39:34.88000 Inactive Date: Not reported Facility Name: BIG 5 SPORTING GOODS#023 Facility Address: 520 E 1ST ST Facility Address 2: Not reported Facility City: TUSTIN Facility County: Not reported Facility State: CA Facility Zip: 927803313 H34 LARWIN SQUARE CLEANERS DRYCLEANERS S121694610 SE 540 E FIRST ST N/A 1/8-1/4 TUSTIN,CA 92780 0.189 mi. 999 ft. Site 7 of 14 in cluster H Relative: DRYCLEAN SOUTH COAST: Lower Name: LARWIN SQUARE CLEANERS Actual: Address: 540 E FIRST ST 132 ft. City,State,Zip: TUSTIN,CA 92780 Facility ID: 123767 Application Number: 370960 Permit Number: Not reported Status: O Representative Name: CHANG M CHUNG Representative Telephone: 714 5447087 Permit Status: Not reported BCAT Number: 000601 BCAT Description: DRY CLEANING,DRY-TO-DRY NON-VENT,PERC CCAT Number: Not reported CCAT Description: Not reported UTM East: 0 UTM North: 0 TC6651002.2s Page 111 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number LARWIN SQUARE CLEANERS (Continued) S121694610 Application Date: 06/08/2000 PO Issue Date: 12/31/9999 NAICS Code: Not reported SIC Code: 7216 H35 LARWIN SQUARE CLEANERS DRYCLEANERS S106167405 SE 540 E 1ST ST N/A 1/8-1/4 TUSTIN,CA 92780 0.189 mi. 999 ft. Site 8 of 14 in cluster H Relative: DRYCLEAN SOUTH COAST: Lower Name: LARWIN SQUARE CLEANERS Actual: Address: 540 E 1 ST ST 132 ft. City,State,Zip: TUSTIN,CA 92780 Facility ID: 44272 Application Number: 148405 Permit Number: M55424 Status: S Representative Name: CHANG M. CHUNG Representative Telephone: 714 5447087 Permit Status: INACTIVE BCAT Number: 000234 BCAT Description: DRY CLEANING EQUIP PERCH LOROETHYLENE CCAT Number: 02 CCAT Description: ADSORBER(DRY CLEANING)REGENERATIVE UTM East: 424.17800903 UTM North: 3734.0568848 Application Date: 09/11/1986 PO Issue Date: 03/12/1987 NAICS Code: 812320 SIC Code: 7216 Name: LARWIN SQUARE CLEANERS Address: 540 E 1 ST ST City,State,Zip: TUSTIN,CA 92780 Facility ID: 44272 Application Number: 254452 Permit Number: D42459 Status: S Representative Name: CHANG M. CHUNG Representative Telephone: 714 5447087 Permit Status: INACTIVE BCAT Number: 000234 BCAT Description: DRY CLEANING EQUIP PERCH LOROETHYLENE CCAT Number: Not reported CCAT Description: Not reported UTM East: 424.17800903 UTM North: 3734.0568848 Application Date: 07/19/1991 PO Issue Date: 08/27/1991 NAICS Code: 812320 SIC Code: 7216 Name: LARWIN SQUARE CLEANERS Address: 540 E 1 ST ST City,State,Zip: TUSTIN, CA 92780 Facility ID: 44272 TC6651002.2s Page 112 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number LARWIN SQUARE CLEANERS (Continued) S106167405 Application Number: 375581 Permit Number: F34858 Status: S Representative Name: CHANG M.CHUNG Representative Telephone: 714 5447087 Permit Status: INACTIVE BCAT Number: 000603 BCAT Description: DRY CLEAN ING,DRY-TO-DRY NV,W/SIC,PERC CCAT Number: 04 CCAT Description: VAPOR RECOVERY UNIT COMPRESS&CONDENSE UTM East: 424.17800903 UTM North: 3734.0568848 Application Date: 10/18/2000 PO Issue Date: 11/02/2000 NAICS Code: 812320 SIC Code: 7216 DRYCLEANERS: Name: LARWIN SQUARE CLEANERS Address: 540 E 1ST ST City,State,Zip: TUSTIN,CA 927803313 EPA Id: CAL000299744 NAICS Code: 81232 NAICS Description: Drycleaning and Laundry Services(except Coin-Operated) SIC Code: 7211 SIC Description: Power Laundries, Family and Commercial Create Date: 10/24/2005 Facility Active: No Inactive Date: 06/30/2010 Facility Addr2: Not reported Owner Name: SANG HYUN KIM Owner Address: 540 E 1ST ST Owner Address 2: Not reported Owner Telephone: 7145447087 Contact Name: SANG HYUN KIM/OWNER Contact Address: 540 E 1ST ST Contact Address 2: Not reported Contact Telephone: 7145447087 Contact Fax: 0 Mailing Name: Not reported Mailing Address 1: 13444 NEWPORT AVE STE A Mailing Address 2: Not reported Mailing City: TUSTIN Mailing State: CA Mailing Zip: 927803759 Owner Fax: 0 Region Code: 4 Latitude: 33.74565 Longitude: -117.81804 TC6651002.2s Page 113 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number H36 LARWIN SQUARE CLEANERS DRYCLEANERS S121695802 SE 540 E FIRST ST NIA 1/8-1/4 TUSTIN,CA 92780 0.189 mi. 999 ft. Site 9 of 14 in cluster H Relative: DRYCLEAN SOUTH COAST: Lower Name: LARWIN SQUARE CLEANERS Actual: Address: 540 E FIRST ST 132 ft. City,State,Zip: TUSTIN, CA 92780 Facility ID: 146197 Application Number: 449675 Permit Number: F82433 Status: A Representative Name: SANG HYUN KIM Representative Telephone: 714 5447087 Permit Status: INACTIVE BCAT Number: 000603 BCAT Description: DRY CLEANING,DRY-TO-DRY NV,W/SIC,PERC CCAT Number: Not reported CCAT Description: Not reported UTM East: 424.22000122 UTM North: 3734.0600586 Application Date: 04/20/2006 PO Issue Date: 06/01/2006 NAICS Code: 812320 SIC Code: 7216 Name: LARWIN SQUARE CLEANERS Address: 540 E FIRST ST City,State,Zip: TUSTIN, CA 92780 Facility ID: 146197 Application Number: 468170 Permit Number: F89848 Status: A Representative Name: SANG HYUN KIM Representative Telephone: 714 5447087 Permit Status: INACT_NR BCAT Number: 000603 BCAT Description: DRY CLEANING,DRY-TO-DRY NV,W/SIC,PERC CCAT Number: Not reported CCAT Description: Not reported UTM East: 424.22000122 UTM North: 3734.0600586 Application Date: 04/24/2007 PO Issue Date: 05/18/2007 NAICS Code: 812320 SIC Code: 7216 H37 LARWIN SQUARE CLEANERS DRYCLEANERS S121693935 SE 546 E FIRST ST NIA 1/8-1/4 TUSTIN,CA 92680 0.191 mi. 1010 ft. Site 10 of 14 in cluster H Relative: DRYCLEAN SOUTH COAST: Lower Name: LARWIN SQUARE CLEANERS Actual: Address: 546 E FIRST ST 132 ft. City,State,Zip: TUSTIN, CA 92680 Facility ID: 11232 TC6651002.2s Page 114 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number LARWIN SQUARE CLEANERS (Continued) S121693935 Application Number: 122870 Permit Number: M39177 Status: O Representative Name: Not reported Representative Telephone: Not reported Permit Status: INACTIVE BCAT Number: 000234 BCAT Description: DRY CLEANING EQUIP PERCH LOROETHYLENE CCAT Number: 02 CCAT Description: ADSORBER(DRY CLEANING)REGENERATIVE UTM East: 0 UTM North: 0 Application Date: 03/29/1984 PO Issue Date: 06/27/1984 NAICS Code: Not reported SIC Code: 7216 Name: LARWIN SQUARE CLEANERS Address: 546 E FIRST ST City,State,Zip: TUSTIN,CA 92680 Facility ID: 11232 Application Number: 07849A Permit Number: SO4706 Status: O Representative Name: Not reported Representative Telephone: Not reported Permit Status: INACTIVE BCAT Number: 000234 BCAT Description: DRY CLEANING EQUIP PERCH LOROETHYLENE CCAT Number: 02 CCAT Description: ADSORBER(DRY CLEANING)REGENERATIVE UTM East: 0 UTM North: 0 Application Date: 12/31/9999 PO Issue Date: 06/02/1980 NAICS Code: Not reported SIC Code: 7216 H38 PAM PACIFIC RETAIL PROPERTIES RCRA-SQG 1025882597 SE 546 E FIRST ST CAR000146126 1/8-1/4 TUSTIN,CA 92780 0.191 mi. 1010 ft. Site 11 of 14 in cluster H Relative: RCRA-SQG: Lower Date Form Received by Agency: 2003-07-10 00:00:00.0 Actual: Handler Name: PAM PACIFIC RETAIL PROPERTIES 132 ft. Handler Address: 546 E FIRST ST Handler City,State,Zip: TUSTIN,CA 92780 EPA ID: CAR000146126 Contact Name: RANDY BENNETT Contact Address: 546 E FIRST ST Contact City,State,Zip: TUSTIN,CA 92780 Contact Telephone: 760-727-1002 Contact Fax: Not reported Contact Email: Not reported Contact Title: Not reported EPA Region: 09 TC6651002.2s Page 115 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PAM PACIFIC RETAIL PROPERTIES (Continued) 1025882597 Land Type: Private Federal Waste Generator Description: Small Quantity Generator Non-Notifier: Not reported Biennial Report Cycle: Not reported Accessibility: Not reported Active Site Indicator: Handler Activities State District Owner: Not reported State District: Not reported Mailing Address: 546 E FIRST ST Mailing City,State,Zip: TUSTIN,CA 92780 Owner Name: PAM PACIFIC RETAIL PROPERTIES Owner Type: Private Operator Name: PAM PACIFIC RETAIL PROPERTIES Operator Type: Private Short-Term Generator Activity: No Importer Activity: No Mixed Waste Generator: No Transporter Activity: No Transfer Facility Activity: No Recycler Activity with Storage: No Small Quantity On-Site Burner Exemption: No Smelting Melting and Refining Furnace Exemption: No Underground Injection Control: No Off-Site Waste Receipt: No Universal Waste Indicator: No Universal Waste Destination Facility: No Federal Universal Waste: No Active Site Fed-Reg Treatment Storage and Disposal Facility: Not reported Active Site Converter Treatment storage and Disposal Facility: Not reported Active Site State-Reg Treatment Storage and Disposal Facility: Not reported Active Site State-Reg Handler: --- Federal Facility Indicator: Not reported Hazardous Secondary Material Indicator: N Sub-Part K Indicator: Not reported Commercial TSD Indicator: No Treatment Storage and Disposal Type: Not reported 2018 GPRA Permit Baseline: Not on the Baseline 2018 GPRA Renewals Baseline: Not on the Baseline Permit Renewals Workload Universe: Not reported Permit Workload Universe: Not reported Permit Progress Universe: Not reported Post-Closure Workload Universe: Not reported Closure Workload Universe: Not reported 202 GPRA Corrective Action Baseline: No Corrective Action Workload Universe: No Subject to Corrective Action Universe: No Non-TSDFs Where RCRA CA has Been Imposed Universe: No TSDFs Potentially Subject to CA Under 3004(u)/(v)Universe: No TSDFs Only Subject to CA under Discretionary Auth Universe: No Corrective Action Priority Ranking: No NCAPS ranking Environmental Control Indicator: No Institutional Control Indicator: No Human Exposure Controls Indicator: N/A Groundwater Controls Indicator: N/A Operating TSDF Universe: Not reported Full Enforcement Universe: Not reported Significant Non-Complier Universe: No TC6651002.2s Page 116 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PAM PACIFIC RETAIL PROPERTIES (Continued) 1025882597 Unaddressed Significant Non-Complier Universe: No Addressed Significant Non-Complier Universe: No Significant Non-Complier With a Compliance Schedule Universe: No Financial Assurance Required: Not reported Handler Date of Last Change: 2003-08-13 14:01:50.0 Recognized Trader-Importer: No Recognized Trader-Exporter: No Importer of Spent Lead Acid Batteries: No Exporter of Spent Lead Acid Batteries: No Recycler Activity Without Storage: No Manifest Broker: No Sub-Part P Indicator: No Hazardous Waste Summary: Waste Code: F001 Waste Description: 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. Handler-Owner Operator: Owner/Operator Indicator: Operator Owner/Operator Name: PAM PACIFIC RETAIL PROPERTIES Legal Status: Private Date Became Current: 2002-07-01 00:00:00. Date Ended Current: Not reported Owner/Operator Address: Not reported Owner/Operator City,State,Zip: Not reported Owner/Operator Telephone: Not reported Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Owner Owner/Operator Name: PAM PACIFIC RETAIL PROPERTIES Legal Status: Private Date Became Current: 2002-07-01 00:00:00. Date Ended Current: Not reported Owner/Operator Address: Not reported Owner/Operator City,State,Zip: Not reported Owner/Operator Telephone: Not reported Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Historic Generators: Receive Date: 2003-07-10 00:00:00.0 Handler Name: PAM PACIFIC RETAIL PROPERTIES Federal Waste Generator Description: Small Quantity Generator State District Owner: Not reported Large Quantity Handler of Universal Waste: No TC6651002.2s Page 117 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PAM PACIFIC RETAIL PROPERTIES (Continued) 1025882597 Recognized Trader Importer: No Recognized Trader Exporter: No Spent Lead Acid Battery Importer: No Spent Lead Acid Battery Exporter: No Current Record: Yes Non Storage Recycler Activity: Not reported Electronic Manifest Broker: Not reported List of NAICS Codes and Descriptions: NAICS Code: 81232 NAICS Description: DRYCLEANING AND LAUNDRY SERVICES(EXCEPT COIN-OPERATED) Facility Has Received Notices of Violations: Violations: No Violations Found Evaluation Action Summary: Evaluations: No Evaluations Found H39 LARWIN SQUARE-FORMER DRY CLEANER CPS-SLIC S106487160 SE 546 EAST 1ST STREET CERS N/A 1/8-1/4 TUSTIN,CA 0.191 mi. 1010 ft. Site 12 of 14 in cluster H Relative: CPS-SLIC: Lower Name: LARWIN SQUARE-FORMER DRY CLEANER Actual: Address: 546 EAST 1ST STREET 132 ft. City,State,Zip: TUSTIN,CA Region: STATE Facility Status: Completed-Case Closed Status Date: 10/08/2009 Global Id: SL0605949804 Lead Agency: SANTA ANA RWQCB(REGION 8) Lead Agency Case Number: Not reported Latitude: 33.745676 Longitude: -117.817972 Case Type: Cleanup Program Site Case Worker: Not reported Local Agency: Not reported RB Case Number: Not reported File Location: Regional Board Potential Media Affected: Other Groundwater(uses other than drinking water) Potential Contaminants of Concern: Tetrachloroethylene(PCE) Site History: Not reported Click here to access the California GeoTracker records for this facility: CERS: Name: LARWIN SQUARE-FORMER DRY CLEANER Address: 546 EAST 1ST STREET City,State,Zip: TUSTIN,CA Site ID: 197997 CERS ID: SL0605949804 CERS Description: Cleanup Program Site TC6651002.2s Page 118 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number H40 LARWIN SQUARE CLEANERS RCRA-SQG 1000985123 SE 546 E 1ST FINDS CAR000002345 1/8-1/4 TUSTIN,CA 92680 ECHO 0.191 mi. HAZNET 1010 ft. Site 13 of 14 in cluster H HWTS Relative: RCRA-SQG: Lower Date Form Received by Agency: 1995-04-27 00:00:00.0 Actual: Handler Name: LARWIN SQUARE CLEANERS 132 ft. Handler Address: 546 E 1ST Handler City,State,Zip: TUSTIN,CA 92680 EPA ID: CAR000002345 Contact Name: CHANG CHUNG Contact Address: 546 E 1ST Contact City,State,Zip: TUSTIN,CA 92680 Contact Telephone: 714-544-7087 Contact Fax: Not reported Contact Email: Not reported Contact Title: Not reported EPA Region: 09 Land Type: Private Federal Waste Generator Description: Small Quantity Generator Non-Notifier: Not reported Biennial Report Cycle: Not reported Accessibility: Not reported Active Site Indicator: Handler Activities State District Owner: Not reported State District: Not reported Mailing Address: 546 E 1ST Mailing City,State,Zip: TUSTIN,CA 92680 Owner Name: NOT REQUIRED Owner Type: Private Operator Name: Not reported Operator Type: Not reported Short-Term Generator Activity: No Importer Activity: No Mixed Waste Generator: No Transporter Activity: No Transfer Facility Activity: No Recycler Activity with Storage: No Small Quantity On-Site Burner Exemption: No Smelting Melting and Refining Furnace Exemption: No Underground Injection Control: No Off-Site Waste Receipt: No Universal Waste Indicator: No Universal Waste Destination Facility: No Federal Universal Waste: No Active Site Fed-Reg Treatment Storage and Disposal Facility: Not reported Active Site Converter Treatment storage and Disposal Facility: Not reported Active Site State-Reg Treatment Storage and Disposal Facility: Not reported Active Site State-Reg Handler: --- Federal Facility Indicator: Not reported Hazardous Secondary Material Indicator: NN Sub-Part K Indicator: Not reported Commercial TSD Indicator: No Treatment Storage and Disposal Type: Not reported 2018 GPRA Permit Baseline: Not on the Baseline 2018 GPRA Renewals Baseline: Not on the Baseline Permit Renewals Workload Universe: Not reported TC6651002.2s Page 119 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number LARWIN SQUARE CLEANERS (Continued) 1000985123 Permit Workload Universe: Not reported Permit Progress Universe: Not reported Post-Closure Workload Universe: Not reported Closure Workload Universe: Not reported 202 GPRA Corrective Action Baseline: No Corrective Action Workload Universe: No Subject to Corrective Action Universe: No Non-TSDFs Where RCRA CA has Been Imposed Universe: No TSDFs Potentially Subject to CA Under 3004(u)/(v)Universe: No TSDFs Only Subject to CA under Discretionary Auth Universe: No Corrective Action Priority Ranking: No NCAPS ranking Environmental Control Indicator: No Institutional Control Indicator: No Human Exposure Controls Indicator: N/A Groundwater Controls Indicator: N/A Operating TSDF Universe: Not reported Full Enforcement Universe: Not reported Significant Non-Complier Universe: No Unaddressed Significant Non-Complier Universe: No Addressed Significant Non-Complier Universe: No Significant Non-Complier With a Compliance Schedule Universe: No Financial Assurance Required: Not reported Handler Date of Last Change: 2002-06-27 03:37:44.0 Recognized Trader-Importer: No Recognized Trader-Exporter: No Importer of Spent Lead Acid Batteries: No Exporter of Spent Lead Acid Batteries: No Recycler Activity Without Storage: Not reported Manifest Broker: Not reported Sub-Part P Indicator: No Handler-Owner Operator: Owner/Operator Indicator: Owner Owner/Operator Name: NOT REQUIRED Legal Status: Private Date Became Current: Not reported Date Ended Current: Not reported Owner/Operator Address: NOT REQUIRED Owner/Operator City,State,Zip: NOT REQUIRED,ME 99999 Owner/Operator Telephone: 415-555-1212 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Historic Generators: Receive Date: 1995-04-27 00:00:00.0 Handler Name: LARWIN SQUARE CLEANERS Federal Waste Generator Description: Small Quantity Generator State District Owner: Not reported Large Quantity Handler of Universal Waste: No Recognized Trader Importer: No Recognized Trader Exporter: No Spent Lead Acid Battery Importer: No Spent Lead Acid Battery Exporter: No Current Record: Yes TC6651002.2s Page 120 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number LARWIN SQUARE CLEANERS (Continued) 1000985123 Non Storage Recycler Activity: Not reported Electronic Manifest Broker: Not reported List of NAICS Codes and Descriptions: NAICS Codes: No NAICS Codes Found Facility Has Received Notices of Violations: Violations: No Violations Found Evaluation Action Summary: Evaluations: No Evaluations Found FINDS: Registry ID: 110006485339 Click Here: 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: 1000985123 Registry ID: 110006485339 DFR URL: hftp://echo.epa.gov/detailed-facility-report?fid=110006485339 Name: LARWIN SQUARE CLEANERS Address: 546 E 1ST City,State,Zip: TUSTIN,CA 92680 HAZN ET: Name: LARWIN SQUARE CLEANERS Address: 546 E 1ST Address 2: Not reported City,State,Zip: TUSTIN,CA 926800000 Contact: CHANG CHUNG/OWNER Telephone: Mailing Name: Not reported Mailing Address: 546 E 1 ST ST Year: 1999 Gepaid: CAR000002345 TSD EPA ID: CAD981375983 CA Waste Code: 134-Aqueous solution with total organic residues less than 10 percent Disposal Method: - Tons: 0 Year: 1999 TC6651002.2s Page 121 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number LARWIN SQUARE CLEANERS (Continued) 1000985123 Gepaid: CAR000002345 TSD EPA ID: CAD981375983 CA Waste Code: 211 -Halogenated solvents(chloroforms,methyl chloride, perch loroethylene,etc) Disposal Method: R01 -Recycler Tons: 0 Year: 1999 Gepaid: CAR000002345 TSD EPA ID: CAD981375983 CA Waste Code: 751 -Solids or sludges with halogenated organic compounds>=1,000 Mg./L Disposal Method: R01 -Recycler Tons: 0.06 Year: 1995 Gepaid: CAR000002345 TSD EPA ID: CAD981397417 CA Waste Code: 211 -Halogenated solvents(chloroforms,methyl chloride, perch loroethylene,etc) Disposal Method: R01 -Recycler Tons: 0.321 Additional Info: Year: 1999 Gen EPA ID: CAR000002345 Shipment Date: 19991122 Creation Date: 2/1/2000 0:00:00 Receipt Date: 19991210 Manifest ID: 99360897 Trans EPA ID: CAD981375983 Trans Name: Not reported Trans 2 EPA ID: CAD980585780 Trans 2 Name: Not reported TSDF EPA ID: CAD981375983 Trans Name: Not reported TSDF Alt EPA ID: CAD981375983 TSDF Alt Name: Not reported Waste Code Description: 751 -Solids or sludge with halogenated organic comp.>1000 mg/kg RCRA Code: F002 Meth Code: R01 -Recycler Quantity Tons: 0.06 Waste Quantity: 120 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 19991122 Creation Date: 2/1/2000 0:00:00 Receipt Date: 19991210 Manifest ID: 99360897 Trans EPA ID: CAD981375983 TC6651002.2s Page 122 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number LARWIN SQUARE CLEANERS (Continued) 1000985123 Trans Name: Not reported Trans 2 EPA ID: CAD980585780 Trans 2 Name: Not reported TSDF EPA ID: CAD981375983 Trans Name: Not reported TSDF Alt EPA ID: CAD981375983 TSDF Alt Name: Not reported Waste Code Description: 134-Aqueous solution with<10%total organic residues RCRA Code: D039 Meth Code: -Not reported Quantity Tons: 0 Waste Quantity: 0 Quantity Unit: G Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 19991122 Creation Date: 2/1/2000 0:00:00 Receipt Date: 19991210 Manifest ID: 99360897 Trans EPA ID: CAD981375983 Trans Name: Not reported Trans 2 EPA ID: CAD980585780 Trans 2 Name: Not reported TSDF EPA ID: CAD981375983 Trans Name: Not reported TSDF Alt EPA ID: CAD981375983 TSDF Alt Name: Not reported Waste Code Description: 211 -Halogenated solvents(chloroform,methyl chloride, perch loroethylene,etc. RCRA Code: D039 Meth Code: R01 -Recycler Quantity Tons: 0 Waste Quantity: 0 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Additional Info: Year: 1995 Gen EPA ID: CAR000002345 Shipment Date: 19951221 Creation Date: 9/18/1996 0:00:00 Receipt Date: 19951222 Manifest ID: 95897210 Trans EPA ID: CAD981414386 Trans Name: Not reported Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD981397417 TC6651002.2s Page 123 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number LARWIN SQUARE CLEANERS (Continued) 1000985123 Trans Name: Not reported TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 211 -Halogenated solvents(chloroform,methyl chloride, perch loroethylene,etc. RCRA Code: F002 Meth Code: R01 -Recycler Quantity Tons: 0 Waste Quantity: 0 Quantity Unit: Not reported Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 19951221 Creation Date: 9/18/1996 0:00:00 Receipt Date: 19951222 Manifest ID: 95897210 Trans EPA ID: CAD981414386 Trans Name: Not reported Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD981397417 Trans Name: Not reported TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 211 -Halogenated solvents(chloroform,methyl chloride, perch loroethylene,etc. RCRA Code: F002 Meth Code: R01 -Recycler Quantity Tons: 0.1959 Waste Quantity: 47 Quantity Unit: G Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 19950517 Creation Date: 4/2/1996 0:00:00 Receipt Date: 19950518 Manifest ID: 95662843 Trans EPA ID: CAD981414386 Trans Name: Not reported Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD981397417 Trans Name: Not reported TSDF Alt EPA ID: CAD981397417 TSDF Alt Name: Not reported Waste Code Description: 211 -Halogenated solvents(chloroform,methyl chloride, perch loroethylene,etc. RCRA Code: F002 Meth Code: R01 -Recycler TC6651002.2s Page 124 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number LARWIN SQUARE CLEANERS (Continued) 1000985123 Quantity Tons: 0 Waste Quantity: 0 Quantity Unit: Y Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 19950517 Creation Date: 4/2/1996 0:00:00 Receipt Date: 19950518 Manifest ID: 95662843 Trans EPA ID: CAD981414386 Trans Name: Not reported Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD981397417 Trans Name: Not reported TSDF Alt EPA ID: CAD981397417 TSDF Alt Name: Not reported Waste Code Description: 211 -Halogenated solvents(chloroform,methyl chloride, perch loroethylene,etc. RCRA Code: F002 Meth Code: R01 -Recycler Quantity Tons: 0.1251 Waste Quantity: 30 Quantity Unit: G Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported H WTS: Name: LARWIN SQUARE CLEANERS Address: 546 E 1ST Address 2: Not reported City,State,Zip: TUSTIN,CA 926800000 EPA ID: CAR000002345 Inactive Date: 06/30/1998 Create Date: 12/08/1995 Last Act Date: 07/06/2010 Mailing Name: Not reported Mailing Address: 546 E 1 ST ST Mailing Address 2: Not reported Mailing City,State,Zip: TUSTIN,CA 927800000 Owner Name: CHANG M CHUNG Owner Address: 546 E 1 ST ST Owner Address 2: Not reported Owner City,State,Zip: TUSTIN,CA-- Contact Name: CHANG CHUNG/OWNER Contact Address: INACT PER 98VQ FINAL NOTICE Contact Address 2: -BATCH 4/27 City,State,Zip: TUSTIN,CA-- TC6651002.2s Page 125 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number H41 LARWIN SQUARE/FORMER DRY CLEANERS CPS-SLIC S108985908 SE 546 E FIRST NIA 1/8-1/4 TUSTIN,CA 0.191 mi. 1010 ft. Site 14 of 14 in cluster H Relative: SLIC REG 8: Lower Name: LARWIN SQUARE/FORMER DRY CLEANERS Actual: Address: 546 E FIRST 132 ft. City: TUSTIN Type: Soil and Groundwater Facility Status: Additional Characterization Underway Staff: WDM Substance: PCE Lead Agency: Regional Board Location Code: Not reported Thomas Bros Code: Not reported 42 B AND B MEDICAL INCINERATION RCRA NonGen/NLR 1000308869 SSE 140 S CENTENNIAL WAY FINDS CAD982523383 1/8-1/4 TUSTIN,CA 92780 ECHO 0.198 mi. 1047 ft. Relative: RCRA NonGen/NLR: Lower Date Form Received by Agency: 1989-06-02 00:00:00.0 Actual: Handler Name: B AND B MEDICAL INCINERATION 131 ft. Handler Address: 140 S CENTENNIAL WAY Handler City,State,Zip: TUSTIN,CA 92780 EPA ID: CAD982523383 Contact Name: ENVIRONMENTAL MANAGER Contact Address: 140 S CENTENNIAL WAY Contact City,State,Zip: TUSTIN,CA 92680 Contact Telephone: 714-731-3469 Contact Fax: Not reported Contact Email: Not reported Contact Title: Not reported EPA Region: 09 Land Type: Other Federal Waste Generator Description: Not a generator,verified Non-Notifier: Not reported Biennial Report Cycle: Not reported Accessibility: Not reported Active Site Indicator: Handler Activities State District Owner: CA State District: 4 Mailing Address: PO BOX 544 Mailing City,State,Zip: TUSTIN,CA 92681 Owner Name: RICHARD BRADFORD Owner Type: Private Operator Name: NOT REQUIRED Operator Type: Private Short-Term Generator Activity: No Importer Activity: No Mixed Waste Generator: No Transporter Activity: Yes Transfer Facility Activity: No Recycler Activity with Storage: No Small Quantity On-Site Burner Exemption: No Smelting Melting and Refining Furnace Exemption: No TC6651002.2s Page 126 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number B AND B MEDICAL INCINERATION (Continued) 1000308869 Underground Injection Control: No Off-Site Waste Receipt: No Universal Waste Indicator: No Universal Waste Destination Facility: No Federal Universal Waste: No Active Site Fed-Reg Treatment Storage and Disposal Facility: Not reported Active Site Converter Treatment storage and Disposal Facility: Not reported Active Site State-Reg Treatment Storage and Disposal Facility: Not reported Active Site State-Reg Handler: --- Federal Facility Indicator: Not reported Hazardous Secondary Material Indicator: NN Sub-Part K Indicator: Not reported Commercial TSD Indicator: No Treatment Storage and Disposal Type: Not reported 2018 GPRA Permit Baseline: Not on the Baseline 2018 GPRA Renewals Baseline: Not on the Baseline Permit Renewals Workload Universe: Not reported Permit Workload Universe: Not reported Permit Progress Universe: Not reported Post-Closure Workload Universe: Not reported Closure Workload Universe: Not reported 202 GPRA Corrective Action Baseline: No Corrective Action Workload Universe: No Subject to Corrective Action Universe: No Non-TSDFs Where RCRA CA has Been Imposed Universe: No TSDFs Potentially Subject to CA Under 3004(u)/(v)Universe: No TSDFs Only Subject to CA under Discretionary Auth Universe: No Corrective Action Priority Ranking: No NCAPS ranking Environmental Control Indicator: No Institutional Control Indicator: No Human Exposure Controls Indicator: N/A Groundwater Controls Indicator: N/A Operating TSDF Universe: Not reported Full Enforcement Universe: Not reported Significant Non-Complier Universe: No Unaddressed Significant Non-Complier Universe: No Addressed Significant Non-Complier Universe: No Significant Non-Complier With a Compliance Schedule Universe: No Financial Assurance Required: Not reported Handler Date of Last Change: 2002-06-27 03:35:03.0 Recognized Trader-Importer: No Recognized Trader-Exporter: No Importer of Spent Lead Acid Batteries: No Exporter of Spent Lead Acid Batteries: No Recycler Activity Without Storage: Not reported Manifest Broker: Not reported Sub-Part P Indicator: No Handler-Owner Operator: Owner/Operator Indicator: Operator Owner/Operator Name: NOT REQUIRED Legal Status: Private Date Became Current: Not reported Date Ended Current: Not reported Owner/Operator Address: NOT REQUIRED Owner/Operator City,State,Zip: NOT REQUIRED,ME 99999 TC6651002.2s Page 127 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number B AND B MEDICAL INCINERATION (Continued) 1000308869 Owner/Operator Telephone: 415-555-1212 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Owner Owner/Operator Name: RICHARD BRADFORD Legal Status: Private Date Became Current: Not reported Date Ended Current: Not reported Owner/Operator Address: NOT REQUIRED Owner/Operator City,State,Zip: NOT REQUIRED,ME 99999 Owner/Operator Telephone: 415-555-1212 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Historic Generators: Receive Date: 1989-06-02 00:00:00.0 Handler Name: BAND B MEDICAL INCINERATION Federal Waste Generator Description: Not a generator,verified State District Owner: CA Large Quantity Handler of Universal Waste: No Recognized Trader Importer: No Recognized Trader Exporter: No Spent Lead Acid Battery Importer: No Spent Lead Acid Battery Exporter: No Current Record: Yes Non Storage Recycler Activity: Not reported Electronic Manifest Broker: Not reported List of NAICS Codes and Descriptions: NAICS Codes: No NAICS Codes Found Facility Has Received Notices of Violations: Violations: No Violations Found Evaluation Action Summary: Evaluations: No Evaluations Found FINDS: Registry ID: 110006480851 Click Here: 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. TC6651002.2s Page 128 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number B AND B MEDICAL INCINERATION (Continued) 1000308869 dirk this hgperlink while viewing on your computer to access additional FINDS:detail in the EDR Site Report. ECHO: Envid: 1000308869 Registry ID: 110006480851 DFR URL: hftp://echo.epa.gov/detailed-facility-report?fid=110006480851 Name: B AND B MEDICAL INCINERATION Address: 140 S CENTENNIAL WAY City,State,Zip: TUSTIN,CA 92780 143 MARLENE A MILLER DMD INC RCRA NonGen/NLR 1024826975 East 18102 IRVINE BLVD STE 203 CAL000355628 1/8-1/4 TUSTIN,CA 92780 0.202 mi. 1067 ft. Site 1 of 2 in cluster Relative: RCRA NonGen/NLR: Lower Date Form Received by Agency: 2010-08-10 00:00:00.0 Actual: Handler Name: MARLENE A MILLER DMD INC 134 ft. Handler Address: 18102 IRVINE BLVD STE 203 Handler City,State,Zip: TUSTIN,CA 92780-3424 EPA ID: CAL000355628 Contact Name: MARLENE MILLER Contact Address: 18102 IRVINE BLVD STE 203 Contact City,State,Zip: TUSTIN,CA 92780 Contact Telephone: 714-544-5337 Contact Fax: 714-544-1558 Contact Email: MILLERPERIO@GMAIL.COM Contact Title: Not reported EPA Region: 09 Land Type: Not reported Federal Waste Generator Description: Not a generator,verified Non-Notifier: Not reported Biennial Report Cycle: Not reported Accessibility: Not reported Active Site Indicator: Handler Activities State District Owner: Not reported State District: Not reported Mailing Address: 18102 IRVINE BLVD STE 203 Mailing City,State,Zip: TUSTIN,CA 92780-3424 Owner Name: MARLENE A MILLER DMD INC Owner Type: Other Operator Name: MARLENE MILLER Operator Type: Other Short-Term Generator Activity: No Importer Activity: No Mixed Waste Generator: No Transporter Activity: No Transfer Facility Activity: No Recycler Activity with Storage: No Small Quantity On-Site Burner Exemption: No Smelting Melting and Refining Furnace Exemption: No Underground Injection Control: No Off-Site Waste Receipt: No Universal Waste Indicator: Yes Universal Waste Destination Facility: Yes TC6651002.2s Page 129 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number MARLENE A MILLER DMD INC (Continued) 1024826975 Federal Universal Waste: No Active Site Fed-Reg Treatment Storage and Disposal Facility: Not reported Active Site Converter Treatment storage and Disposal Facility: Not reported Active Site State-Reg Treatment Storage and Disposal Facility: Not reported Active Site State-Reg Handler: --- Federal Facility Indicator: Not reported Hazardous Secondary Material Indicator: N Sub-Part K Indicator: Not reported Commercial TSD Indicator: No Treatment Storage and Disposal Type: Not reported 2018 GPRA Permit Baseline: Not on the Baseline 2018 GPRA Renewals Baseline: Not on the Baseline Permit Renewals Workload Universe: Not reported Permit Workload Universe: Not reported Permit Progress Universe: Not reported Post-Closure Workload Universe: Not reported Closure Workload Universe: Not reported 202 GPRA Corrective Action Baseline: No Corrective Action Workload Universe: No Subject to Corrective Action Universe: No Non-TSDFs Where RCRA CA has Been Imposed Universe: No TSDFs Potentially Subject to CA Under 3004(u)/(v)Universe: No TSDFs Only Subject to CA under Discretionary Auth Universe: No Corrective Action Priority Ranking: No NCAPS ranking Environmental Control Indicator: No Institutional Control Indicator: No Human Exposure Controls Indicator: N/A Groundwater Controls Indicator: N/A Operating TSDF Universe: Not reported Full Enforcement Universe: Not reported Significant Non-Complier Universe: No Unaddressed Significant Non-Complier Universe: No Addressed Significant Non-Complier Universe: No Significant Non-Complier With a Compliance Schedule Universe: No Financial Assurance Required: Not reported Handler Date of Last Change: 2018-09-05 20:33:27.0 Recognized Trader-Importer: No Recognized Trader-Exporter: No Importer of Spent Lead Acid Batteries: No Exporter of Spent Lead Acid Batteries: No Recycler Activity Without Storage: No Manifest Broker: No Sub-Part P Indicator: No Handler-Owner Operator: Owner/Operator Indicator: Operator Owner/Operator Name: MARLENE MILLER Legal Status: Other Date Became Current: Not reported Date Ended Current: Not reported Owner/Operator Address: 18102 IRVINE BLVD STE 203 Owner/Operator City,State,Zip: TUSTIN,CA 92780 Owner/Operator Telephone: 714-544-5337 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported TC6651002.2s Page 130 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number MARLENE A MILLER DMD INC (Continued) 1024826975 Owner/Operator Indicator: Owner Owner/Operator Name: MARLENE A MILLER DMD INC Legal Status: Other Date Became Current: Not reported Date Ended Current: Not reported Owner/Operator Address: 18102 IRVINE BLVD STE 203 Owner/Operator City,State,Zip: TUSTIN,CA 92780-3424 Owner/Operator Telephone: 714-544-5337 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Historic Generators: Receive Date: 2010-08-10 00:00:00.0 Handler Name: MARLENE A MILLER DMD INC Federal Waste Generator Description: Not a generator,verified State District Owner: Not reported Large Quantity Handler of Universal Waste: No Recognized Trader Importer: No Recognized Trader Exporter: No Spent Lead Acid Battery Importer: No Spent Lead Acid Battery Exporter: No Current Record: Yes Non Storage Recycler Activity: Not reported Electronic Manifest Broker: Not reported List of NAICS Codes and Descriptions: NAICS Code: 62121 NAICS Description: OFFICES OF DENTISTS Facility Has Received Notices of Violations: Violations: No Violations Found Evaluation Action Summary: Evaluations: No Evaluations Found 144 VISTA IMAGING CTR RCRA-SQG 1000686117 East 18102 IRVINE BLVD STE 201 AND CAD983633421 1/8-1/4 TUSTIN,CA 92780 0.202 mi. 1067 ft. Site 2 of 2 in cluster Relative: RCRA-SQG: Lower Date Form Received by Agency: 1992-04-03 00:00:00.0 Actual: Handler Name: VISTA IMAGING CTR 134 ft. Handler Address: 18102 IRVINE BLVD STE 201 AND Handler City,State,Zip: TUSTIN,CA 92780 EPA ID: CAD983633421 Contact Name: EVA DE LA CUESTA Contact Address: 18102 IRVINE BLVD STE 201 AND Contact City,State,Zip: TUSTIN,CA 92680 Contact Telephone: 714-838-1533 Contact Fax: Not reported Contact Email: Not reported Contact Title: Not reported TC6651002.2s Page 131 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number VISTA IMAGING CTR (Continued) 1000686117 EPA Region: 09 Land Type: Private Federal Waste Generator Description: Small Quantity Generator Non-Notifier: Not reported Biennial Report Cycle: Not reported Accessibility: Not reported Active Site Indicator: Handler Activities State District Owner: Not reported State District: Not reported Mailing Address: 18102 IRVINE BLVD STE 201 AND Mailing City,State,Zip: TUSTIN,CA 92780 Owner Name: VISTA IMAGING CTR Owner Type: Private Operator Name: Not reported Operator Type: Not reported Short-Term Generator Activity: No Importer Activity: No Mixed Waste Generator: No Transporter Activity: No Transfer Facility Activity: No Recycler Activity with Storage: No Small Quantity On-Site Burner Exemption: No Smelting Melting and Refining Furnace Exemption: No Underground Injection Control: No Off-Site Waste Receipt: No Universal Waste Indicator: No Universal Waste Destination Facility: No Federal Universal Waste: No Active Site Fed-Reg Treatment Storage and Disposal Facility: Not reported Active Site Converter Treatment storage and Disposal Facility: Not reported Active Site State-Reg Treatment Storage and Disposal Facility: Not reported Active Site State-Reg Handler: --- Federal Facility Indicator: Not reported Hazardous Secondary Material Indicator: NN Sub-Part K Indicator: Not reported Commercial TSD Indicator: No Treatment Storage and Disposal Type: Not reported 2018 GPRA Permit Baseline: Not on the Baseline 2018 GPRA Renewals Baseline: Not on the Baseline Permit Renewals Workload Universe: Not reported Permit Workload Universe: Not reported Permit Progress Universe: Not reported Post-Closure Workload Universe: Not reported Closure Workload Universe: Not reported 202 GPRA Corrective Action Baseline: No Corrective Action Workload Universe: No Subject to Corrective Action Universe: No Non-TSDFs Where RCRA CA has Been Imposed Universe: No TSDFs Potentially Subject to CA Under 3004(u)/(v)Universe: No TSDFs Only Subject to CA under Discretionary Auth Universe: No Corrective Action Priority Ranking: No NCAPS ranking Environmental Control Indicator: No Institutional Control Indicator: No Human Exposure Controls Indicator: N/A Groundwater Controls Indicator: N/A Operating TSDF Universe: Not reported Full Enforcement Universe: Not reported TC6651002.2s Page 132 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number VISTA IMAGING CTR (Continued) 1000686117 Significant Non-Complier Universe: No Unaddressed Significant Non-Complier Universe: No Addressed Significant Non-Complier Universe: No Significant Non-Complier With a Compliance Schedule Universe: No Financial Assurance Required: Not reported Handler Date of Last Change: 2002-06-27 03:36:00.0 Recognized Trader-Importer: No Recognized Trader-Exporter: No Importer of Spent Lead Acid Batteries: No Exporter of Spent Lead Acid Batteries: No Recycler Activity Without Storage: Not reported Manifest Broker: Not reported Sub-Part P Indicator: No Handler-Owner Operator: Owner/Operator Indicator: Owner Owner/Operator Name: VISTA IMAGING CTR Legal Status: Private Date Became Current: Not reported Date Ended Current: Not reported Owner/Operator Address: 18102 IRVINE BLVD STE 201 Owner/Operator City,State,Zip: TUSTIN,CA 92680-3477 Owner/Operator Telephone: 714-838-1533 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Historic Generators: Receive Date: 1992-04-03 00:00:00.0 Handler Name: VISTA IMAGING CTR Federal Waste Generator Description: Small Quantity Generator State District Owner: Not reported Large Quantity Handler of Universal Waste: No Recognized Trader Importer: No Recognized Trader Exporter: No Spent Lead Acid Battery Importer: No Spent Lead Acid Battery Exporter: No Current Record: Yes Non Storage Recycler Activity: Not reported Electronic Manifest Broker: Not reported List of NAICS Codes and Descriptions: NAICS Code: 621511 NAICS Description: MEDICAL LABORATORIES Facility Has Received Notices of Violations: Violations: No Violations Found Evaluation Action Summary: Evaluations: No Evaluations Found TC6651002.2s Page 133 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number J45 ECONO LUBE N TUNE NO 7 RCRA-SQG 1000317946 WSW 155 W 1ST ST CA FID UST CAD103118477 1/8-1/4 TUSTIN,CA 92780 FINDS 0.212 mi. ECHO 1119 ft. Site 1 of 2 in cluster J Relative: RCRA-SQG: Higher Date Form Received by Agency: 1996-02-28 00:00:00.0 Actual: Handler Name: ECONO LUBE N TUNE NO 7 138 ft. Handler Address: 155 W 1ST ST Handler City,State,Zip: TUSTIN,CA 92780 EPA ID: CAD103118477 Contact Name: RICK FERNANDEZ Contact Address: 155 W 1ST ST Contact City,State,Zip: TUSTIN,CA 92680 Contact Telephone: 714-731-8990 Contact Fax: Not reported Contact Email: Not reported Contact Title: Not reported EPA Region: 09 Land Type: Private Federal Waste Generator Description: Small Quantity Generator Non-Notifier: Not reported Biennial Report Cycle: Not reported Accessibility: Not reported Active Site Indicator: Handler Activities State District Owner: CA State District: 4 Mailing Address: 155 W 1ST ST Mailing City,State,Zip: TUSTIN,CA 92780 Owner Name: RICK FERNANDEZ Owner Type: Private Operator Name: NOT REQUIRED Operator Type: Private Short-Term Generator Activity: No Importer Activity: No Mixed Waste Generator: No Transporter Activity: No Transfer Facility Activity: No Recycler Activity with Storage: No Small Quantity On-Site Burner Exemption: No Smelting Melting and Refining Furnace Exemption: No Underground Injection Control: No Off-Site Waste Receipt: No Universal Waste Indicator: No Universal Waste Destination Facility: No Federal Universal Waste: No Active Site Fed-Reg Treatment Storage and Disposal Facility: Not reported Active Site Converter Treatment storage and Disposal Facility: Not reported Active Site State-Reg Treatment Storage and Disposal Facility: Not reported Active Site State-Reg Handler: --- Federal Facility Indicator: Not reported Hazardous Secondary Material Indicator: NN Sub-Part K Indicator: Not reported Commercial TSD Indicator: No Treatment Storage and Disposal Type: Not reported 2018 GPRA Permit Baseline: Not on the Baseline 2018 GPRA Renewals Baseline: Not on the Baseline Permit Renewals Workload Universe: Not reported TC6651002.2s Page 134 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number ECONO LUBE N TUNE NO 7 (Continued) 1000317946 Permit Workload Universe: Not reported Permit Progress Universe: Not reported Post-Closure Workload Universe: Not reported Closure Workload Universe: Not reported 202 GPRA Corrective Action Baseline: No Corrective Action Workload Universe: No Subject to Corrective Action Universe: No Non-TSDFs Where RCRA CA has Been Imposed Universe: No TSDFs Potentially Subject to CA Under 3004(u)/(v)Universe: No TSDFs Only Subject to CA under Discretionary Auth Universe: No Corrective Action Priority Ranking: No NCAPS ranking Environmental Control Indicator: No Institutional Control Indicator: No Human Exposure Controls Indicator: N/A Groundwater Controls Indicator: N/A Operating TSDF Universe: Not reported Full Enforcement Universe: Not reported Significant Non-Complier Universe: No Unaddressed Significant Non-Complier Universe: No Addressed Significant Non-Complier Universe: No Significant Non-Complier With a Compliance Schedule Universe: No Financial Assurance Required: Not reported Handler Date of Last Change: 2002-09-17 13:59:36.0 Recognized Trader-Importer: No Recognized Trader-Exporter: No Importer of Spent Lead Acid Batteries: No Exporter of Spent Lead Acid Batteries: No Recycler Activity Without Storage: Not reported Manifest Broker: Not reported Sub-Part P Indicator: No Handler-Owner Operator: Owner/Operator Indicator: Operator Owner/Operator Name: NOT REQUIRED Legal Status: Private Date Became Current: Not reported Date Ended Current: Not reported Owner/Operator Address: NOT REQUIRED Owner/Operator City,State,Zip: NOT REQUIRED,ME 99999 Owner/Operator Telephone: 415-555-1212 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Owner Owner/Operator Name: RICK FERNANDEZ Legal Status: Private Date Became Current: Not reported Date Ended Current: Not reported Owner/Operator Address: 155 W 1ST ST Owner/Operator City,State,Zip: TUSTIN,CA 92680 Owner/Operator Telephone: 714-731-8990 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported TC6651002.2s Page 135 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number ECONO LUBE N TUNE NO 7 (Continued) 1000317946 Historic Generators: Receive Date: 1996-02-28 00:00:00.0 Handler Name: ECONO LUBE N TUNE NO 7 Federal Waste Generator Description: Small Quantity Generator State District Owner: CA Large Quantity Handler of Universal Waste: No Recognized Trader Importer: No Recognized Trader Exporter: No Spent Lead Acid Battery Importer: No Spent Lead Acid Battery Exporter: No Current Record: Yes Non Storage Recycler Activity: Not reported Electronic Manifest Broker: Not reported List of NAICS Codes and Descriptions: NAICS Codes: No NAICS Codes Found Facility Has Received Notices of Violation: Found Violation: No Agency Which Determined Violation: Not reported Violation Short Description: Not reported Date Violation was Determined: Not reported Actual Return to Compliance Date: Not reported Return to Compliance Qualifier: Not reported Violation Responsible Agency: Not reported Scheduled Compliance Date: Not reported Enforcement Identifier: Not reported Date of Enforcement Action: Not reported Enforcement Responsible Agency: Not reported Enforcement Docket Number: Not reported Enforcement Attorney: Not reported Corrective Action Component: Not reported Appeal Initiated Date: Not reported Appeal Resolution Date: Not reported Disposition Status Date: Not reported Disposition Status: Not reported Disposition Status Description: Not reported Consent/Final Order Sequence Number:Not reported Consent/Final Order Respondent Name: Not reported Consent/Final Order Lead Agency: Not reported Enforcement Type: Not reported Enforcement Responsible Person: Not reported Enforcement Responsible Sub-Organization: Not reported SEP Sequence Number: Not reported SEP Expenditure Amount: Not reported SEP Scheduled Completion Date: Not reported SEP Actual Date: Not reported SEP Defaulted Date: Not reported SEP Type: Not reported SEP Type Description: Not reported Proposed Amount: Not reported Final Monetary Amount: Not reported Paid Amount: Not reported Final Count: Not reported Final Amount: Not reported TC6651002.2s Page 136 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number ECONO LUBE N TUNE NO 7 (Continued) 1000317946 Found Violation: Yes Agency Which Determined Violation: State Violation Short Description: Generators-General Date Violation was Determined: 1992-04-10 00:00:00.0 Actual Return to Compliance Date: 1994-08-04 00:00:00.0 Return to Compliance Qualifier: Unverifiable Violation Responsible Agency: State Scheduled Compliance Date: Not reported Enforcement Identifier: Not reported Date of Enforcement Action: Not reported Enforcement Responsible Agency: Not reported Enforcement Docket Number: Not reported Enforcement Attorney: Not reported Corrective Action Component: Not reported Appeal Initiated Date: Not reported Appeal Resolution Date: Not reported Disposition Status Date: Not reported Disposition Status: Not reported Disposition Status Description: Not reported Consent/Final Order Sequence Number:Not reported Consent/Final Order Respondent Name: Not reported Consent/Final Order Lead Agency: Not reported Enforcement Type: Not reported Enforcement Responsible Person: Not reported Enforcement Responsible Sub-Organization: Not reported SEP Sequence Number: Not reported SEP Expenditure Amount: Not reported SEP Scheduled Completion Date: Not reported SEP Actual Date: Not reported SEP Defaulted Date: Not reported SEP Type: Not reported SEP Type Description: Not reported Proposed Amount: Not reported Final Monetary Amount: Not reported Paid Amount: Not reported Final Count: Not reported Final Amount: Not reported Evaluation Action Summary: Evaluation Date: 1994-08-04 00:00:00.0 Evaluation Responsible Agency: State Contractor/Grantee Found Violation: No Evaluation Type Description: COMPLIANCE EVALUATION INSPECTION ON-SITE Evaluation Responsible Person Identifier: R9STA Evaluation Responsible Sub-Organization: Not reported Actual Return to Compliance Date: Not reported Scheduled Compliance Date: Not reported Date of Request: Not reported Date Response Received: Not reported Request Agency: Not reported Former Citation: Not reported Evaluation Date: 1992-04-10 00:00:00.0 Evaluation Responsible Agency: State Contractor/Grantee Found Violation: Yes Evaluation Type Description: COMPLIANCE EVALUATION INSPECTION ON-SITE Evaluation Responsible Person Identifier: R9STA TC6651002.2s Page 137 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number ECONO LUBE N TUNE NO 7 (Continued) 1000317946 Evaluation Responsible Sub-Organization: Not reported Actual Return to Compliance Date: 1994-08-04 00:00:00.0 Scheduled Compliance Date: Not reported Date of Request: Not reported Date Response Received: Not reported Request Agency: Not reported Former Citation: Not reported CA FID UST: Facility ID: 30008889 Regulated By: UTNKA Regulated ID: Not reported Cortese Code: Not reported SIC Code: Not reported Facility Phone: 7145521949 Mail To: Not reported Mailing Address: ATTN:JOHN MC CAW 15 ST 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 FINDS: Registry ID: 110006468296 Click Here: 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: 1000317946 Registry ID: 110006468296 DFR URL: hftp://echo.epa.gov/detailed-facility-report?fid=110006468296 Name: ECONO LUBE N TUNE NO 7 Address: 155 W 1ST ST City,State,Zip: TUSTIN,CA 92780 TC6651002.2s Page 138 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number J46 ECONO LUBE N TUNE#7 UST 0004003636 WSW 155 W 1ST ST SWEEPS UST N/A 1/8-1/4 TUSTIN,CA 92780 0.212 mi. 1119 ft. Site 2 of 2 in cluster J Relative: UST: Higher Name: ECONO LUBE N TUNE#7 Actual: Address: 155 W 1ST ST 138 ft. City,State,Zip: TUSTIN,CA 92780 Facility ID: 3245 Permitting Agency: ORANGE COUNTY CERSID: Not reported Latitude: 33.7473657 Longitude: -117.8233987 SWEEPS UST: Name: ECONO LUBE N TUNE#7 Address: 155 W 1ST ST City: TUSTIN Status: Active Comp Number: 3245 Number: 9 Board Of Equalization: 44-016027 Referral Date: 09-30-92 Action Date: 09-15-92 Created Date: 02-29-88 Owner Tank Id: Not reported SWRCB Tank Id: 30-000-003245-000001 Tank Status: A Capacity: 550 Active Date: Not reported Tank Use: PETROLEUM STG: P Content: Not reported Number Of Tanks: 1 K47 RITE AID#5755 RCRA-LQG 1014387745 SE 630 E 1ST ST HAZNET CAR000213173 1/8-1/4 TUSTIN,CA 92780 HWTS 0.225 mi. 1190 ft. Site 1 of 2 in cluster K Relative: RCRA-LQG: Lower Date Form Received by Agency: 2020-02-13 00:00:00.0 Actual: Handler Name: RITE AID#5755 132 ft. Handler Address: 630 E 1ST ST Handler City,State,Zip: TUSTIN,CA 92780-0000 EPA ID: CAR000213173 Contact Name: JOSEPH A CHEST Contact Address: HUNTER LN Contact City,State,Zip: CAMP HILL,PA 17011 Contact Telephone: 717-975-8643 Contact Fax: 717-972-3989 Contact Email: EHS@RITEAID.COM Contact Title: MANAGER,ENVIRONMENTAL HEALTH&SAFETY EPA Region: 09 Land Type: Private Federal Waste Generator Description: Large Quantity Generator TC6651002.2s Page 139 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number RITE AID#5755 (Continued) 1014387745 Non-Notifier: Not reported Biennial Report Cycle: 2019 Accessibility: Not reported Active Site Indicator: Handler Activities State District Owner: Not reported State District: Not reported Mailing Address: HUNTER LN Mailing City,State,Zip: CAMP HILL,PA 17011 Owner Name: PK II LARWIN SQUARE SC LP Owner Type: Private Operator Name: THRIFTY PAYLESS INC Operator Type: Private Short-Term Generator Activity: No Importer Activity: No Mixed Waste Generator: No Transporter Activity: No Transfer Facility Activity: No Recycler Activity with Storage: No Small Quantity On-Site Burner Exemption: No Smelting Melting and Refining Furnace Exemption: No Underground Injection Control: No Off-Site Waste Receipt: No Universal Waste Indicator: No Universal Waste Destination Facility: No Federal Universal Waste: No Active Site Fed-Reg Treatment Storage and Disposal Facility: Not reported Active Site Converter Treatment storage and Disposal Facility: Not reported Active Site State-Reg Treatment Storage and Disposal Facility: Not reported Active Site State-Reg Handler: --- Federal Facility Indicator: Not reported Hazardous Secondary Material Indicator: N Sub-Part K Indicator: Not reported Commercial TSD Indicator: No Treatment Storage and Disposal Type: Not reported 2018 GPRA Permit Baseline: Not on the Baseline 2018 GPRA Renewals Baseline: Not on the Baseline Permit Renewals Workload Universe: Not reported Permit Workload Universe: Not reported Permit Progress Universe: Not reported Post-Closure Workload Universe: Not reported Closure Workload Universe: Not reported 202 GPRA Corrective Action Baseline: No Corrective Action Workload Universe: No Subject to Corrective Action Universe: No Non-TSDFs Where RCRA CA has Been Imposed Universe: No TSDFs Potentially Subject to CA Under 3004(u)/(v)Universe: No TSDFs Only Subject to CA under Discretionary Auth Universe: No Corrective Action Priority Ranking: No NCAPS ranking Environmental Control Indicator: No Institutional Control Indicator: No Human Exposure Controls Indicator: N/A Groundwater Controls Indicator: N/A Operating TSDF Universe: Not reported Full Enforcement Universe: Not reported Significant Non-Complier Universe: No Unaddressed Significant Non-Complier Universe: No Addressed Significant Non-Complier Universe: No TC6651002.2s Page 140 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number RITE AID#5755 (Continued) 1014387745 Significant Non-Complier With a Compliance Schedule Universe: No Financial Assurance Required: Not reported Handler Date of Last Change: 2020-10-15 14:03:03.0 Recognized Trader-Importer: No Recognized Trader-Exporter: No Importer of Spent Lead Acid Batteries: No Exporter of Spent Lead Acid Batteries: No Recycler Activity Without Storage: No Manifest Broker: No Sub-Part P Indicator: No Biennial:List of Years Year: 2019 Click Here for Biennial Reporting System Data: Year: 2015 Click Here for Biennial Reporting System Data: Hazardous Waste Summary: Waste Code: D001 Waste Description: IGNITABLE WASTE Waste Code: D002 Waste Description: CORROSIVE WASTE Waste Code: D005 Waste Description: BARIUM Waste Code: D006 Waste Description: CADMIUM Waste Code: D007 Waste Description: CHROMIUM Waste Code: D008 Waste Description: LEAD Waste Code: D009 Waste Description: MERCURY Waste Code: D010 Waste Description: SELENIUM Waste Code: D011 Waste Description: SILVER Waste Code: D016 Waste Description: 2,4-D(2,4-DICHLOROPHENOXYACETIC ACID) Waste Code: D024 Waste Description: M-CRESOL Waste Code: D026 Waste Description: CRESOL TC6651002.2s Page 141 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number RITE AID#5755 (Continued) 1014387745 Waste Code: D035 Waste Description: METHYL ETHYL KETONE Waste Code: P001 Waste Description: 2H-1-BENZOPYRAN-2-ONE,4-HYDROXY-3-(3-OXO-1-PHENYLBUTYL)-, &SALTS, WHEN PRESENT AT CONCENTRATIONS GREATER THAN 0.3%(OR)WARFARIN,& SALTS,WHEN PRESENT AT CONCENTRATIONS GREATER THAN 0.3% Waste Code: P075 Waste Description: NICOTINE,&SALTS(OR)PYRIDINE, 3-(1-METHYL-2-PYRROLIDINYL)-,(S)-,& SALTS Waste Code: 0002 Waste Description: 2-PROPANONE(1)(OR)ACETONE(1) Waste Code: U080 Waste Description: METHANE, DICHLORO-(OR)METHYLENE CHLORIDE Waste Code: U160 Waste Description: 2-BUTANONE, PEROXIDE(R,T)(OR)METHYL ETHYL KETONE PEROXIDE(R,T) Waste Code: U165 Waste Description: NAPHTHALENE Waste Code: U188 Waste Description: PHENOL Waste Code: U279 Waste Description: U279 Handler-Owner Operator: Owner/Operator Indicator: Owner Owner/Operator Name: PK II LARWIN SQUARE SC LP Legal Status: Private Date Became Current: 1961-06-29 00:00:00. Date Ended Current: Not reported Owner/Operator Address: 1631-B S MELROSE DR Owner/Operator City,State,Zip: VISTA,CA 92083 Owner/Operator Telephone: 760-727-1002 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Operator Owner/Operator Name: THRIFTY PAYLESS INC Legal Status: Private Date Became Current: 1997-04-09 00:00:00. Date Ended Current: Not reported Owner/Operator Address: Not reported Owner/Operator City,State,Zip: Not reported Owner/Operator Telephone: Not reported Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Operator Owner/Operator Name: THRIFTY PAYLESS INC TC6651002.2s Page 142 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number RITE AID#5755 (Continued) 1014387745 Legal Status: Private Date Became Current: 1997-04-09 00:00:00. Date Ended Current: Not reported Owner/Operator Address: 30 HUNTER LN Owner/Operator City,State,Zip: CAMP HILL,PA 17011 Owner/Operator Telephone: Not reported Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Operator Owner/Operator Name: THRIFTY PAYLESS INC Legal Status: Private Date Became Current: 1997-04-09 00:00:00. Date Ended Current: Not reported Owner/Operator Address: 30 HUNTER LN Owner/Operator City,State,Zip: CAMP HILL,PA 17011 Owner/Operator Telephone: Not reported Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Operator Owner/Operator Name: THRIFTY PAYLESS INC Legal Status: Private Date Became Current: 1997-04-09 00:00:00. Date Ended Current: Not reported Owner/Operator Address: Not reported Owner/Operator City,State,Zip: Not reported Owner/Operator Telephone: Not reported Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Owner Owner/Operator Name: RITE AID CORP Legal Status: Private Date Became Current: 1962-09-01 00:00:00. Date Ended Current: Not reported Owner/Operator Address: 30 HUNTER LN Owner/Operator City,State,Zip: CAMP HILL, PA 17011 Owner/Operator Telephone: 717-730-8225 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Owner Owner/Operator Name: PK II LARWIN SQUARE SC LP Legal Status: Private Date Became Current: 1961-06-29 00:00:00. Date Ended Current: Not reported Owner/Operator Address: 1631-B S MELROSE DR Owner/Operator City,State,Zip: VISTA,CA 92083 Owner/Operator Telephone: 760-727-1002 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported TC6651002.2s Page 143 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number RITE AID#5755 (Continued) 1014387745 Owner/Operator Indicator: Owner Owner/Operator Name: PK II LARWIN SQUARE SC LP Legal Status: Private Date Became Current: 1961-06-29 00:00:00. Date Ended Current: Not reported Owner/Operator Address: 1631-B S MELROSE DR Owner/Operator City,State,Zip: VISTA,CA 92083 Owner/Operator Telephone: 760-727-1002 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Owner Owner/Operator Name: PK II LARWIN SQUARE SC LP Legal Status: Private Date Became Current: 1961-06-29 00:00:00. Date Ended Current: Not reported Owner/Operator Address: 1631 B SOUTH MELROSE DR Owner/Operator City,State,Zip: VISTA,CA 92083 Owner/Operator Telephone: 760-727-1002 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Operator Owner/Operator Name: RITE AID CORP Legal Status: Private Date Became Current: 1962-09-01 00:00:00. Date Ended Current: Not reported Owner/Operator Address: 30 HUNTER LN Owner/Operator City,State,Zip: CAMP HILL,PA 17011 Owner/Operator Telephone: 717-730-8225 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Historic Generators: Receive Date: 2017-04-14 00:00:00.0 Handler Name: RITE AID#5755 Federal Waste Generator Description: Conditionally Exempt Small Quantity Generator State District Owner: Not reported Large Quantity Handler of Universal Waste: No Recognized Trader Importer: No Recognized Trader Exporter: No Spent Lead Acid Battery Importer: No Spent Lead Acid Battery Exporter: No Current Record: No Non Storage Recycler Activity: Not reported Electronic Manifest Broker: Not reported Receive Date: 2020-02-13 00:00:00.0 Handler Name: RITE AID#5755 Federal Waste Generator Description: Large Quantity Generator State District Owner: Not reported Large Quantity Handler of Universal Waste: No Recognized Trader Importer: No Recognized Trader Exporter: No TC6651002.2s Page 144 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number RITE AID#5755 (Continued) 1014387745 Spent Lead Acid Battery Importer: No Spent Lead Acid Battery Exporter: No Current Record: Yes Non Storage Recycler Activity: No Electronic Manifest Broker: No Receive Date: 2010-09-08 00:00:00.0 Handler Name: RITE AID 5755 Federal Waste Generator Description: Conditionally Exempt Small Quantity Generator State District Owner: Not reported Large Quantity Handler of Universal Waste: No Recognized Trader Importer: No Recognized Trader Exporter: No Spent Lead Acid Battery Importer: No Spent Lead Acid Battery Exporter: No Current Record: No Non Storage Recycler Activity: Not reported Electronic Manifest Broker: Not reported Receive Date: 2014-08-05 00:00:00.0 Handler Name: RITE AID NO 5755 Federal Waste Generator Description: Large Quantity Generator State District Owner: Not reported Large Quantity Handler of Universal Waste: No Recognized Trader Importer: No Recognized Trader Exporter: No Spent Lead Acid Battery Importer: No Spent Lead Acid Battery Exporter: No Current Record: No Non Storage Recycler Activity: Not reported Electronic Manifest Broker: Not reported Receive Date: 2019-04-29 00:00:00.0 Handler Name: RITE AID#5755 Federal Waste Generator Description: Small Quantity Generator State District Owner: Not reported Large Quantity Handler of Universal Waste: No Recognized Trader Importer: No Recognized Trader Exporter: No Spent Lead Acid Battery Importer: No Spent Lead Acid Battery Exporter: No Current Record: No Non Storage Recycler Activity: No Electronic Manifest Broker: No List of NAICS Codes and Descriptions: NAICS Code: 44611 NAICS Description: PHARMACIES AND DRUG STORES Facility Has Received Notices of Violations: Violations: No Violations Found Evaluation Action Summary: Evaluations: No Evaluations Found TC6651002.2s Page 145 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number RITE AID#5755 (Continued) 1014387745 HAZN ET: Name: RITE AID#5755 Address: 630 EAST 1ST ST Address 2: Not reported City,State,Zip: TUSTIN,CA 17011 Contact: JOSEPH A.CHEST Telephone: 7179758643 Mailing Name: Not reported Mailing Address: 30 HUNTER LN Year: 2019 Gepaid: CAR000213173 TSD EPA ID: NVT330010000 CA Waste Code: 331 -Off-specification,aged or surplus organics Disposal Method: H132-Landfill Or Surface Impoundment That Will Be Closed As Landfill(To Include On-Site Treatment And/Or Stabilization) Tons: 0.25250 Year: 2019 Gepaid: CAR000213173 TSD EPA ID: NVT330010000 CA Waste Code: 311 -Pharmaceutical waste Disposal Method: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Tons: 0.00650 Year: 2019 Gepaid: CAR000213173 TSD EPA ID: NVT330010000 CA Waste Code: 791 -Liquids with pH—2 Disposal Method: H039-Other Recovery Of Reclamation For Reuse Including Acid Regeneration,Organics Recovery Ect Tons: 0.00100 Year: 2019 Gepaid: CAR000213173 TSD EPA ID: NVT330010000 CA Waste Code: 331 -Off-specification,aged or surplus organics Disposal Method: H039-Other Recovery Of Reclamation For Reuse Including Acid Regeneration,Organics Recovery Ect Tons: 0.25800 Year: 2019 Gepaid: CAR000213173 TSD EPA ID: NVT330010000 CA Waste Code: 141 -Off-specification,aged or surplus inorganics Disposal Method: H132-Landfill Or Surface Impoundment That Will Be Closed As Landfill(To Include On-Site Treatment And/Or Stabilization) Tons: 0.00500 Year: 2019 Gepaid: CAR000213173 TSD EPA ID: NVT330010000 CA Waste Code: 214-Unspecified solvent mixture Disposal Method: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Tons: 0.02550 TC6651002.2s Page 146 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number RITE AID#5755 (Continued) 1014387745 Year: 2019 Gepaid: CAR000213173 TSD EPA ID: NVT330010000 CA Waste Code: 122-Alkaline solution without metals pH>=12.5 Disposal Method: H039-Other Recovery Of Reclamation For Reuse Including Acid Regeneration,Organics Recovery Ect Tons: 0.00250 Year: 2019 Gepaid: CAR000213173 TSD EPA ID: NVT330010000 CA Waste Code: 141 -Off-specification,aged or surplus inorganics Disposal Method: H039-Other Recovery Of Reclamation For Reuse Including Acid Regeneration,Organics Recovery Ect Tons: 0.01300 Year: 2018 Gepaid: CAR000213173 TSD EPA ID: NVT330010000 CA Waste Code: 331 -Off-specification,aged or surplus organics Disposal Method: H039-Other Recovery Of Reclamation For Reuse Including Acid Regeneration,Organics Recovery Ect Tons: 0.14100 Year: 2018 Gepaid: CAR000213173 TSD EPA ID: NVT330010000 CA Waste Code: 122-Alkaline solution without metals pH—12.5 Disposal Method: H132-Landfill Or Surface Impoundment That Will Be Closed As Landfill(To Include On-Site Treatment And/Or Stabilization) Tons: 0.00300 C;lirk this hgpprlink while viewing on your computer to access 42 additional CA HAZNET:record(s)in the EDR Site Report. Additional Info: Year: 2010 Gen EPA ID: CAR000213173 Shipment Date: 20101222 Creation Date: Not reported Receipt Date: Not reported Manifest ID: 000074531MWI Trans EPA ID: CAD008364432 Trans Name: RHO CHEM LLC Trans 2 EPA ID: CAD983649880 Trans 2 Name: PSC ENVIRONMENTAL SERVICE OF POMONA LP TSDF EPA ID: CAD008364432 Trans Name: RHO CHEM LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: -Not reported RCRA Code: Not reported Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: Not reported TC6651002.2s Page 147 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number RITE AID#5755 (Continued) 1014387745 Waste Quantity: Not reported Quantity Unit: Not reported Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20101222 Creation Date: Not reported Receipt Date: Not reported Manifest ID: 000074531MWI Trans EPA ID: CAD008364432 Trans Name: RHO CHEM LLC Trans 2 EPA ID: CAD983649880 Trans 2 Name: PSC ENVIRONMENTAL SERVICE OF POMONA LP TSDF EPA ID: CAD008364432 Trans Name: RHO CHEM LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: -Not reported RCRA Code: Not reported Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: Not reported Waste Quantity: Not reported Quantity Unit: Not reported Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20101222 Creation Date: 3/31/2011 18:30:08 Receipt Date: 20101228 Manifest ID: 000074531MWI Trans EPA ID: CAD008364432 Trans Name: RHO CHEM LLC Trans 2 EPA ID: CAD983649880 Trans 2 Name: PSC ENVIRONMENTAL SERVICE OF POMONA LP TSDF EPA ID: CAD008364432 Trans Name: RHO CHEM LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 214-Unspecified solvent mixture RCRA Code: D035 Meth Code: H061 -Fuel Blending Prior To Energy Recovery At Another Site Quantity Tons: 0.012 Waste Quantity: 24 Quantity Unit: P Additional Code 1: D001 Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported TC6651002.2s Page 148 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number RITE AID#5755 (Continued) 1014387745 Shipment Date: 20101222 Creation Date: 3/31/2011 18:30:08 Receipt Date: 20101228 Manifest ID: 000074531MWI Trans EPA ID: CAD008364432 Trans Name: RHO CHEM LLC Trans 2 EPA ID: CAD983649880 Trans 2 Name: PSC ENVIRONMENTAL SERVICE OF POMONA LP TSDF EPA ID: CAD008364432 Trans Name: RHO CHEM LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 331 -Off-specification,aged,or surplus organics RCRA Code: D035 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.0015 Waste Quantity: 3 Quantity Unit: P Additional Code 1: D008 Additional Code 2: D007 Additional Code 3: D005 Additional Code 4: D001 Additional Code 5: Not reported Shipment Date: 20101222 Creation Date: Not reported Receipt Date: Not reported Manifest ID: 000074531MWI Trans EPA ID: CAD008364432 Trans Name: RHO CHEM LLC Trans 2 EPA ID: CAD983649880 Trans 2 Name: PSC ENVIRONMENTAL SERVICE OF POMONA LP TSDF EPA ID: CAD008364432 Trans Name: RHO CHEM LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 122-Alkaline solution without metals(pH>12.5 RCRA Code: D002 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.024 Waste Quantity: 48 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Additional Info: Year: 2016 Gen EPA ID: CAR000213173 Shipment Date: 20151208 Creation Date: Not reported Receipt Date: Not reported TC6651002.2s Page 149 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number RITE AID#5755 (Continued) 1014387745 Manifest ID: 008441655FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: CAD983649880 Trans 2 Name: PSC ENVIRONMENTAL SERVICES LP TSDF EPA ID: CAD008364432 Trans Name: RHO CHEM LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 181 -Other inorganic solid waste Organics RCRA Code: Not reported Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.047 Waste Quantity: 94 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20151208 Creation Date: 3/25/2016 22:15:42 Receipt Date: 20151215 Manifest ID: 008441655FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: CAD983649880 Trans 2 Name: PSC ENVIRONMENTAL SERVICES LP TSDF EPA ID: CAD008364432 Trans Name: RHO CHEM LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 214-Unspecified solvent mixture RCRA Code: D001 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.0095 Waste Quantity: 19 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20151208 Creation Date: 3/25/2016 22:15:42 Receipt Date: 20151215 Manifest ID: 008441655FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: CAD983649880 Trans 2 Name: PSC ENVIRONMENTAL SERVICES LP TSDF EPA ID: CAD008364432 Trans Name: RHO CHEM LLC TC6651002.2s Page 150 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number RITE AID#5755 (Continued) 1014387745 TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 214-Unspecified solvent mixture RCRA Code: D001 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.0065 Waste Quantity: 13 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20151208 Creation Date: 3/25/2016 22:15:42 Receipt Date: 20151215 Manifest ID: 008441655FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: CAD983649880 Trans 2 Name: PSC ENVIRONMENTAL SERVICES LP TSDF EPA ID: CAD008364432 Trans Name: RHO CHEM LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 311 -Pharmaceutical waste RCRA Code: P001 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.0005 Waste Quantity: 1 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20151208 Creation Date: 3/25/2016 22:15:42 Receipt Date: 20151215 Manifest ID: 008441655FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: CAD983649880 Trans 2 Name: PSC ENVIRONMENTAL SERVICES LP TSDF EPA ID: CAD008364432 Trans Name: RHO CHEM LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 122-Alkaline solution without metals(pH>12.5 RCRA Code: D002 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.002 TC6651002.2s Page 151 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number RITE AID#5755 (Continued) 1014387745 Waste Quantity: 4 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20151208 Creation Date: Not reported Receipt Date: Not reported Manifest ID: 008441655FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: CAD983649880 Trans 2 Name: PSC ENVIRONMENTAL SERVICES LP TSDF EPA ID: CAD008364432 Trans Name: RHO CHEM LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 561 -Not reported RCRA Code: Not reported Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.243 Waste Quantity: 486 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20150916 Creation Date: Not reported Receipt Date: Not reported Manifest ID: 008444502FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: CAD983649880 Trans 2 Name: PSC ENVIRONMENTAL SERVICES LP TSDF EPA ID: CAD008364432 Trans Name: RHO CHEM LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 181 -Other inorganic solid waste Organics RCRA Code: Not reported Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.016 Waste Quantity: 32 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported TC6651002.2s Page 152 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number RITE AID#5755 (Continued) 1014387745 Shipment Date: 20150916 Creation Date: Not reported Receipt Date: Not reported Manifest ID: 008444502FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: CAD983649880 Trans 2 Name: PSC ENVIRONMENTAL SERVICES LP TSDF EPA ID: CAD008364432 Trans Name: RHO CHEM LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 311 -Pharmaceutical waste RCRA Code: P075 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.0005 Waste Quantity: 1 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20150916 Creation Date: Not reported Receipt Date: Not reported Manifest ID: 008444502FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: CAD983649880 Trans 2 Name: PSC ENVIRONMENTAL SERVICES LP TSDF EPA ID: CAD008364432 Trans Name: RHO CHEM LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 331 -Off-specification,aged,or surplus organics RCRA Code: D011 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.001 Waste Quantity: 2 Quantity Unit: P Additional Code 1: D010 Additional Code 2: D007 Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20150916 Creation Date: Not reported Receipt Date: Not reported Manifest ID: 008444502FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: CAD983649880 TC6651002.2s Page 153 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number RITE AID#5755 (Continued) 1014387745 Trans 2 Name: PSC ENVIRONMENTAL SERVICES LP TSDF EPA ID: CAD008364432 Trans Name: RHO CHEM LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 311 -Pharmaceutical waste RCRA Code: D011 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.0005 Waste Quantity: 1 Quantity Unit: P Additional Code 1: D010 Additional Code 2: D007 Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Additional Info: Year: 2015 Gen EPA ID: CAR000213173 Shipment Date: 20151208 Creation Date: 3/25/2016 22:15:42 Receipt Date: 20151215 Manifest ID: 008441655FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: CAD983649880 Trans 2 Name: PSC ENVIRONMENTAL SERVICES LP TSDF EPA ID: CAD008364432 Trans Name: RHO CHEM LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 122-Alkaline solution without metals(pH> 12.5 RCRA Code: D002 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.002 Waste Quantity: 4 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20151208 Creation Date: 3/25/2016 22:15:42 Receipt Date: 20151215 Manifest ID: 008441655FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: CAD983649880 Trans 2 Name: PSC ENVIRONMENTAL SERVICES LP TSDF EPA ID: CAD008364432 Trans Name: RHO CHEM LLC TC6651002.2s Page 154 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number RITE AID#5755 (Continued) 1014387745 TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 214-Unspecified solvent mixture RCRA Code: D001 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.0095 Waste Quantity: 19 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20151208 Creation Date: 3/25/2016 22:15:42 Receipt Date: 20151215 Manifest ID: 008441655FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: CAD983649880 Trans 2 Name: PSC ENVIRONMENTAL SERVICES LP TSDF EPA ID: CAD008364432 Trans Name: RHO CHEM LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 214-Unspecified solvent mixture RCRA Code: D001 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.0065 Waste Quantity: 13 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20151208 Creation Date: Not reported Receipt Date: Not reported Manifest ID: 008441655FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: CAD983649880 Trans 2 Name: PSC ENVIRONMENTAL SERVICES LP TSDF EPA ID: CAD008364432 Trans Name: RHO CHEM LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 181 -Other inorganic solid waste Organics RCRA Code: Not reported Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.047 TC6651002.2s Page 155 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number RITE AID#5755 (Continued) 1014387745 Waste Quantity: 94 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20151208 Creation Date: Not reported Receipt Date: Not reported Manifest ID: 008441655FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: CAD983649880 Trans 2 Name: PSC ENVIRONMENTAL SERVICES LP TSDF EPA ID: CAD008364432 Trans Name: RHO CHEM LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 561 -Not reported RCRA Code: Not reported Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.243 Waste Quantity: 486 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20151208 Creation Date: 3/25/2016 22:15:42 Receipt Date: 20151215 Manifest ID: 008441655FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: CAD983649880 Trans 2 Name: PSC ENVIRONMENTAL SERVICES LP TSDF EPA ID: CAD008364432 Trans Name: RHO CHEM LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 311 -Pharmaceutical waste RCRA Code: P001 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.0005 Waste Quantity: 1 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported TC6651002.2s Page 156 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number RITE AID#5755 (Continued) 1014387745 Shipment Date: 20150916 Creation Date: Not reported Receipt Date: Not reported Manifest ID: 008444502FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: CAD983649880 Trans 2 Name: PSC ENVIRONMENTAL SERVICES LP TSDF EPA ID: CAD008364432 Trans Name: RHO CHEM LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 311 -Pharmaceutical waste RCRA Code: P001 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.0005 Waste Quantity: 1 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20150916 Creation Date: Not reported Receipt Date: Not reported Manifest ID: 008444502FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: CAD983649880 Trans 2 Name: PSC ENVIRONMENTAL SERVICES LP TSDF EPA ID: CAD008364432 Trans Name: RHO CHEM LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 181 -Other inorganic solid waste Organics RCRA Code: Not reported Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.0485 Waste Quantity: 97 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20150916 Creation Date: Not reported Receipt Date: Not reported Manifest ID: 008444502FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: CAD983649880 TC6651002.2s Page 157 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number RITE AID#5755 (Continued) 1014387745 Trans 2 Name: PSC ENVIRONMENTAL SERVICES LP TSDF EPA ID: CAD008364432 Trans Name: RHO CHEM LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 561 -Not reported RCRA Code: Not reported Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.1155 Waste Quantity: 231 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20150916 Creation Date: Not reported Receipt Date: Not reported Manifest ID: 008444502FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: CAD983649880 Trans 2 Name: PSC ENVIRONMENTAL SERVICES LP TSDF EPA ID: CAD008364432 Trans Name: RHO CHEM LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 561 -Not reported RCRA Code: Not reported Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.039 Waste Quantity: 78 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Additional Info: Year: 2014 Gen EPA ID: CAR000213173 Shipment Date: 20141021 Creation Date: Not reported Receipt Date: Not reported Manifest ID: 007264551FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: CAD983649880 Trans 2 Name: PSC ENVIRONMENTAL SERVICES OF POMONA LP TSDF EPA ID: CAD008364432 Trans Name: RHO CHEM LLC TC6651002.2s Page 158 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number RITE AID#5755 (Continued) 1014387745 TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 311 -Pharmaceutical waste RCRA Code: D010 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.001 Waste Quantity: 2 Quantity Unit: P Additional Code 1: D007 Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20141021 Creation Date: Not reported Receipt Date: Not reported Manifest ID: 007264551FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: CAD983649880 Trans 2 Name: PSC ENVIRONMENTAL SERVICES OF POMONA LP TSDF EPA ID: CAD008364432 Trans Name: RHO CHEM LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 791 -Liquids with pH<2 792 Liquids with pH <2 with metals RCRA Code: D002 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.0025 Waste Quantity: 5 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20141021 Creation Date: Not reported Receipt Date: Not reported Manifest ID: 007264551FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: CAD983649880 Trans 2 Name: PSC ENVIRONMENTAL SERVICES OF POMONA LP TSDF EPA ID: CAD008364432 Trans Name: RHO CHEM LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 311 -Pharmaceutical waste RCRA Code: P001 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.0005 TC6651002.2s Page 159 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number RITE AID#5755 (Continued) 1014387745 Waste Quantity: 1 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20141021 Creation Date: Not reported Receipt Date: Not reported Manifest ID: 007264551FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: CAD983649880 Trans 2 Name: PSC ENVIRONMENTAL SERVICES OF POMONA LP TSDF EPA ID: CAD008364432 Trans Name: RHO CHEM LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 311 -Pharmaceutical waste RCRA Code: P075 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.001 Waste Quantity: 2 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20141021 Creation Date: Not reported Receipt Date: Not reported Manifest ID: 007264551 FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: CAD983649880 Trans 2 Name: PSC ENVIRONMENTAL SERVICES OF POMONA LP TSDF EPA ID: CAD008364432 Trans Name: RHO CHEM LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 214-Unspecified solvent mixture RCRA Code: D001 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.0005 Waste Quantity: 1 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported TC6651002.2s Page 160 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number RITE AID#5755 (Continued) 1014387745 Shipment Date: 20141021 Creation Date: Not reported Receipt Date: Not reported Manifest ID: 007264551FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: CAD983649880 Trans 2 Name: PSC ENVIRONMENTAL SERVICES OF POMONA LP TSDF EPA ID: CAD008364432 Trans Name: RHO CHEM LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 311 -Pharmaceutical waste RCRA Code: Not reported Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.0565 Waste Quantity: 113 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20141021 Creation Date: 1/14/2015 22:14:51 Receipt Date: 20141030 Manifest ID: 007264551FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: CAD983649880 Trans 2 Name: PSC ENVIRONMENTAL SERVICES OF POMONA LP TSDF EPA ID: CAD008364432 Trans Name: RHO CHEM LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 311 -Pharmaceutical waste RCRA Code: D001 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.001 Waste Quantity: 2 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20141021 Creation Date: Not reported Receipt Date: Not reported Manifest ID: 007264551FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: CAD983649880 TC6651002.2s Page 161 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number RITE AID#5755 (Continued) 1014387745 Trans 2 Name: PSC ENVIRONMENTAL SERVICES OF POMONA LP TSDF EPA ID: CAD008364432 Trans Name: RHO CHEM LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: -Not reported RCRA Code: Not reported Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.001 Waste Quantity: 2 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20141021 Creation Date: Not reported Receipt Date: Not reported Manifest ID: 007264551FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: CAD983649880 Trans 2 Name: PSC ENVIRONMENTAL SERVICES OF POMONA LP TSDF EPA ID: CAD008364432 Trans Name: RHO CHEM LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: -Not reported RCRA Code: Not reported Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.0065 Waste Quantity: 13 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20141021 Creation Date: 1/14/2015 22:14:51 Receipt Date: 20141030 Manifest ID: 007264551 FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: CAD983649880 Trans 2 Name: PSC ENVIRONMENTAL SERVICES OF POMONA LP TSDF EPA ID: CAD008364432 Trans Name: RHO CHEM LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 214-Unspecified solvent mixture RCRA Code: D001 TC6651002.2s Page 162 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number RITE AID#5755 (Continued) 1014387745 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.0185 Waste Quantity: 37 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Additional Info: Year: 2013 Gen EPA ID: CAR000213173 Shipment Date: 20130717 Creation Date: 9/17/2013 22:15:12 Receipt Date: 20130729 Manifest ID: 000560788PSC Trans EPA ID: CAD008364432 Trans Name: RHO CHEM LLC Trans 2 EPA ID: CAD983649880 Trans 2 Name: PSC ENVIRONMENTAL SERVICES OF POMONA LP TSDF EPA ID: CAD008364432 Trans Name: RHO CHEM LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 541 -Photochemicals/photo processing waste RCRA Code: D002 Meth Code: H 141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.0545 Waste Quantity: 109 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20130717 Creation Date: 9/17/2013 22:15:12 Receipt Date: 20130729 Manifest ID: 000560788PSC Trans EPA ID: CAD008364432 Trans Name: RHO CHEM LLC Trans 2 EPA ID: CAD983649880 Trans 2 Name: PSC ENVIRONMENTAL SERVICES OF POMONA LP TSDF EPA ID: CAD008364432 Trans Name: RHO CHEM LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 331 -Off-specification,aged,or surplus organics RCRA Code: Not reported Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.0095 TC6651002.2s Page 163 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number RITE AID#5755 (Continued) 1014387745 Waste Quantity: 19 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20130717 Creation Date: 9/17/2013 22:15:12 Receipt Date: 20130729 Manifest ID: 000560788PSC Trans EPA ID: CAD008364432 Trans Name: RHO CHEM LLC Trans 2 EPA ID: CAD983649880 Trans 2 Name: PSC ENVIRONMENTAL SERVICES OF POMONA LP TSDF EPA ID: CAD008364432 Trans Name: RHO CHEM LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 122-Alkaline solution without metals(pH>12.5 RCRA Code: D002 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.043 Waste Quantity: 86 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Additional Info: Year: 2012 Gen EPA ID: CAR000213173 Shipment Date: 20120917 Creation Date: 4/3/2013 22:15:15 Receipt Date: 20121008 Manifest ID: 005842882FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: OKD981588791 Trans 2 Name: TRIAD TRANSPORT INC TSDF EPA ID: INR000110197 Trans Name: STERICYCLE INC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 122-Alkaline solution without metals(pH>12.5 RCRA Code: D002 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(H010-H129)Or(H 131-H135) Quantity Tons: 0.008 Waste Quantity: 16 Quantity Unit: P Additional Code 1: Not reported TC6651002.2s Page 164 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number RITE AID#5755 (Continued) 1014387745 Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20120917 Creation Date: Not reported Receipt Date: Not reported Manifest ID: 005842882FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: OKD981588791 Trans 2 Name: TRIAD TRANSPORT INC TSDF EPA ID: INR000110197 Trans Name: STERICYCLE INC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 561 -Not reported RCRA Code: Not reported Meth Code: -Not reported Quantity Tons: 0.007 Waste Quantity: 14 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20120917 Creation Date: Not reported Receipt Date: Not reported Manifest ID: 005842882FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: OKD981588791 Trans 2 Name: TRIAD TRANSPORT INC TSDF EPA ID: INR000110197 Trans Name: STERICYCLE INC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: -Not reported RCRA Code: Not reported Meth Code: -Not reported Quantity Tons: 0.0015 Waste Quantity: 3 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20120917 Creation Date: Not reported Receipt Date: Not reported Manifest ID: 005842882FLE TC6651002.2s Page 165 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number RITE AID#5755 (Continued) 1014387745 Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: OKD981588791 Trans 2 Name: TRIAD TRANSPORT INC TSDF EPA ID: INR000110197 Trans Name: STERICYCLE INC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 311 -Pharmaceutical waste RCRA Code: P075 Meth Code: -Not reported Quantity Tons: 0.0005 Waste Quantity: 1 Quantity Unit: P Additional Code 1: P001 Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20120917 Creation Date: 4/3/2013 22:15:15 Receipt Date: 20121008 Manifest ID: 005842882FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: OKD981588791 Trans 2 Name: TRIAD TRANSPORT INC TSDF EPA ID: INR000110197 Trans Name: STERICYCLE INC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 311 -Pharmaceutical waste RCRA Code: D010 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.002 Waste Quantity: 4 Quantity Unit: P Additional Code 1: D007 Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20120917 Creation Date: 4/3/2013 22:15:15 Receipt Date: 20121008 Manifest ID: 005842882FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: OKD981588791 Trans 2 Name: TRIAD TRANSPORT INC TSDF EPA ID: INR000110197 Trans Name: STERICYCLE INC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported TC6651002.2s Page 166 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number RITE AID#5755 (Continued) 1014387745 Waste Code Description: 214-Unspecified solvent mixture RCRA Code: D001 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.0015 Waste Quantity: 3 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20120917 Creation Date: 4/3/2013 22:15:15 Receipt Date: 20121008 Manifest ID: 005842882FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: OKD981588791 Trans 2 Name: TRIAD TRANSPORT INC TSDF EPA ID: INR000110197 Trans Name: STERICYCLE INC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 214-Unspecified solvent mixture RCRA Code: D001 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.002 Waste Quantity: 4 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20120118 Creation Date: 3/27/2012 20:30:35 Receipt Date: 20120119 Manifest ID: 000244227PSC Trans EPA ID: CAD008364432 Trans Name: RHO CHEM LLC Trans 2 EPA ID: CAD983649880 Trans 2 Name: PSC ENVIRONMENTAL SERVICES OF POMONA LP TSDF EPA ID: CAD008364432 Trans Name: RHO CHEM LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 541 -Photochemicals/photo processing waste RCRA Code: D002 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.0725 Waste Quantity: 145 Quantity Unit: P TC6651002.2s Page 167 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number RITE AID#5755 (Continued) 1014387745 Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20120118 Creation Date: 3/27/2012 20:30:35 Receipt Date: 20120119 Manifest ID: 000244227PSC Trans EPA ID: CAD008364432 Trans Name: RHO CHEM LLC Trans 2 EPA ID: CAD983649880 Trans 2 Name: PSC ENVIRONMENTAL SERVICES OF POMONA LP TSDF EPA ID: CAD008364432 Trans Name: RHO CHEM LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 331 -Off-specification,aged,or surplus organics RCRA Code: Not reported Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.0795 Waste Quantity: 159 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Additional Info: Year: 2011 Gen EPA ID: CAR000213173 Shipment Date: 20111230 Creation Date: 12/3/2012 22:16:24 Receipt Date: 20120111 Manifest ID: 004056930FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: OKD981588791 Trans 2 Name: TRIAD TRANSPORT INC TSDF EPA ID: INR000110197 Trans Name: STERICYCLE INC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 311 -Pharmaceutical waste RCRA Code: P001 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.001 Waste Quantity: 2 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported TC6651002.2s Page 168 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number RITE AID#5755 (Continued) 1014387745 Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20111230 Creation Date: Not reported Receipt Date: Not reported Manifest ID: 004056930FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: OKD981588791 Trans 2 Name: TRIAD TRANSPORT INC TSDF EPA ID: INR000110197 Trans Name: STERICYCLE INC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: -Not reported RCRA Code: Not reported Meth Code: -Not reported Quantity Tons: 0.0015 Waste Quantity: 3 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20111230 Creation Date: 12/3/2012 22:16:24 Receipt Date: 20120111 Manifest ID: 004056930FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: OKD981588791 Trans 2 Name: TRIAD TRANSPORT INC TSDF EPA ID: INR000110197 Trans Name: STERICYCLE INC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 141 -Off-specification,aged,or surplus inorganics RCRA Code: D001 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.0005 Waste Quantity: 1 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20111230 Creation Date: 12/3/2012 22:16:24 Receipt Date: 20120111 Manifest ID: 004056930FLE Trans EPA ID: MNS000110924 TC6651002.2s Page 169 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number RITE AID#5755 (Continued) 1014387745 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: OKD981588791 Trans 2 Name: TRIAD TRANSPORT INC TSDF EPA ID: INR000110197 Trans Name: STERICYCLE INC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 122-Alkaline solution without metals(pH>12.5 RCRA Code: D002 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.0025 Waste Quantity: 5 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20111230 Creation Date: 12/3/2012 22:16:24 Receipt Date: 20120111 Manifest ID: 004056930FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: OKD981588791 Trans 2 Name: TRIAD TRANSPORT INC TSDF EPA ID: INR000110197 Trans Name: STERICYCLE INC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 232-Pesticides and other waste associated with pesticide production RCRA Code: Not reported Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.005 Waste Quantity: 10 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20111230 Creation Date: Not reported Receipt Date: Not reported Manifest ID: 004056930FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: OKD981588791 Trans 2 Name: TRIAD TRANSPORT INC TSDF EPA ID: INR000110197 Trans Name: STERICYCLE INC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported TC6651002.2s Page 170 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number RITE AID#5755 (Continued) 1014387745 Waste Code Description: 311 -Pharmaceutical waste RCRA Code: Not reported Meth Code: -Not reported Quantity Tons: 0.0025 Waste Quantity: 5 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20111230 Creation Date: Not reported Receipt Date: Not reported Manifest ID: 004056930FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: OKD981588791 Trans 2 Name: TRIAD TRANSPORT INC TSDF EPA ID: INR000110197 Trans Name: STERICYCLE INC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 561 -Not reported RCRA Code: Not reported Meth Code: -Not reported Quantity Tons: 0.005 Waste Quantity: 10 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20111230 Creation Date: Not reported Receipt Date: Not reported Manifest ID: 004056930FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: OKD981588791 Trans 2 Name: TRIAD TRANSPORT INC TSDF EPA ID: INR000110197 Trans Name: STERICYCLE INC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 214-Unspecified solvent mixture RCRA Code: D001 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.001 Waste Quantity: 2 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported TC6651002.2s Page 171 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number RITE AID#5755 (Continued) 1014387745 Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20111230 Creation Date: Not reported Receipt Date: Not reported Manifest ID: 004056930FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: OKD981588791 Trans 2 Name: TRIAD TRANSPORT INC TSDF EPA ID: INR000110197 Trans Name: STERICYCLE INC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 311 -Pharmaceutical waste RCRA Code: D010 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.0005 Waste Quantity: 1 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20111230 Creation Date: Not reported Receipt Date: Not reported Manifest ID: 004056930FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: OKD981588791 Trans 2 Name: TRIAD TRANSPORT INC TSDF EPA ID: INR000110197 Trans Name: STERICYCLE INC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 214-Unspecified solvent mixture RCRA Code: D001 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.0005 Waste Quantity: 1 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Additional Info: Year: 2017 Gen EPA ID: CAR000213173 TC6651002.2s Page 172 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number RITE AID#5755 (Continued) 1014387745 Shipment Date: 20171212 Creation Date: Not reported Receipt Date: Not reported Manifest ID: 010837279FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: CAR000217000 Trans 2 Name: LA CHIQUITA TRUCKING TSDF EPA ID: CAD008364432 Trans Name: RHO CHEM LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 331 -Off-specification,aged,or surplus organics RCRA Code: Not reported Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.0485 Waste Quantity: 97 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20171212 Creation Date: Not reported Receipt Date: Not reported Manifest ID: 010837279FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: CAR000217000 Trans 2 Name: LA CHIQUITA TRUCKING TSDF EPA ID: CAD008364432 Trans Name: RHO CHEM LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 311 -Pharmaceutical waste RCRA Code: P001 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.0005 Waste Quantity: 1 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20171212 Creation Date: Not reported Receipt Date: Not reported Manifest ID: 010837279FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: CAR000217000 TC6651002.2s Page 173 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number RITE AID#5755 (Continued) 1014387745 Trans 2 Name: LA CHIQUITA TRUCKING TSDF EPA ID: CAD008364432 Trans Name: RHO CHEM LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 311 -Pharmaceutical waste RCRA Code: D010 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.001 Waste Quantity: 2 Quantity Unit: P Additional Code 1: D007 Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20171212 Creation Date: Not reported Receipt Date: Not reported Manifest ID: 010837279FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: CAR000217000 Trans 2 Name: LA CHIQUITA TRUCKING TSDF EPA ID: CAD008364432 Trans Name: RHO CHEM LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 311 -Pharmaceutical waste RCRA Code: P075 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.0005 Waste Quantity: 1 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20171212 Creation Date: Not reported Receipt Date: Not reported Manifest ID: 010837279FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: CAR000217000 Trans 2 Name: LA CHIQUITA TRUCKING TSDF EPA ID: CAD008364432 Trans Name: RHO CHEM LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 331 -Off-specification,aged,or surplus organics RCRA Code: D011 TC6651002.2s Page 174 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number RITE AID#5755 (Continued) 1014387745 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.0025 Waste Quantity: 5 Quantity Unit: P Additional Code 1: D010 Additional Code 2: D007 Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20171212 Creation Date: Not reported Receipt Date: Not reported Manifest ID: 010837279FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: CAR000217000 Trans 2 Name: LA CHIQUITA TRUCKING TSDF EPA ID: CAD008364432 Trans Name: RHO CHEM LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 331 -Off-specification,aged,or surplus organics RCRA Code: Not reported Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.0435 Waste Quantity: 87 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20171212 Creation Date: 7/5/2018 18:31:14 Receipt Date: 20171218 Manifest ID: 010837279FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: CAR000217000 Trans 2 Name: LA CHIQUITA TRUCKING TSDF EPA ID: CAD008364432 Trans Name: RHO CHEM LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 214-Unspecified solvent mixture RCRA Code: D001 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.004 Waste Quantity: 8 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported TC6651002.2s Page 175 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number RITE AID#5755 (Continued) 1014387745 Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20171212 Creation Date: 7/5/2018 18:31:14 Receipt Date: 20171218 Manifest ID: 010837279FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: CAR000217000 Trans 2 Name: LA CHIQUITA TRUCKING TSDF EPA ID: CAD008364432 Trans Name: RHO CHEM LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 331 -Off-specification,aged,or surplus organics RCRA Code: D010 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.032 Waste Quantity: 64 Quantity Unit: P Additional Code 1: D007 Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20171212 Creation Date: 7/5/2018 18:31:14 Receipt Date: 20171218 Manifest ID: 010837279FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: CAR000217000 Trans 2 Name: LA CHIQUITA TRUCKING TSDF EPA ID: CAD008364432 Trans Name: RHO CHEM LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 181 -Other inorganic solid waste Organics RCRA Code: D009 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.001 Waste Quantity: 2 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20171212 Creation Date: 7/5/2018 18:31:14 Receipt Date: 20171218 TC6651002.2s Page 176 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number RITE AID#5755 (Continued) 1014387745 Manifest ID: 010837279FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: CAR000217000 Trans 2 Name: LA CHIQUITA TRUCKING TSDF EPA ID: CAD008364432 Trans Name: RHO CHEM LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 343-Unspecified organic liquid mixture RCRA Code: D001 Meth Code: H 141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.007 Waste Quantity: 14 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported H WTS: Name: RITE AID#5755 Address: 630 EAST 1ST ST Address 2: Not reported City,State,Zip: TUSTIN,CA 927800000 EPA ID: CAR000213173 Inactive Date: Not reported Create Date: 09/27/2010 Last Act Date: 10/06/2020 Mailing Name: Not reported Mailing Address: 30 HUNTER LN Mailing Address 2: Not reported Mailing City,State,Zip: CAMP HILL,PA 17011 Owner Name: THRIFTY PAYLESS INC Owner Address: 30 HUNTER LN Owner Address 2: Not reported Owner City,State,Zip: CAMP HILL,PA 17011 Contact Name: JOSEPH A.CHEST Contact Address: 30 HUNTER LANE Contact Address 2: Not reported City,State,Zip: CAMP HILL,PA 17011 NAICS: EPA ID: CAR000213173 Create Date: 2012-11-14 11:37:02.103 NAICS Code: 44611 NAICS Description: Pharmacies and Drug Stores Issued EPA ID Date: 2010-09-27 10:29:28 Inactive Date: Not reported Facility Name: RITE AID#5755 Facility Address: 630 EAST 1 ST ST Facility Address 2: Not reported Facility City: TUSTIN Facility County: Not reported Facility State: CA TC6651002.2s Page 177 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number RITE AID#5755 (Continued) 1014387745 Facility Zip: 927800000 K48 RITE AID#5755 CERS HAZ WASTE S113802938 SE 630 E 1ST ST HAZNET N/A 1/8-1/4 TUSTIN,CA 92780 0.225 mi. 1190 ft. Site 2 of 2 in cluster K Relative: CERS HAZ WASTE: Lower Name: RITE AID#5755 Actual: Address: 630 E 1ST ST 132 ft. City,State,Zip: TUSTIN, CA 92780 Site ID: 382651 CERS ID: 10442179 CERS Description: RCRA LQ HW Generator Evaluation: Eval General Type: Other/Unknown Eval Date: 01-12-2015 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 All materials listed do not appear to meet the minimum threshold reporting quantities and should be removed from your disclosure.The Warfarin,Coumadin and all 4 Retail Waste disclosures do not meet the minimum threshold reporting quantities of 500 pounds. The minimum threshold reporting quantity for helium is 1000 cubic feet.Any refrigerated product cases which utilize gas refrigerants that meet the minimum threshold reporting quantity will need to be disclosed.If no such chemicals are present,it appears that this facility does not fall under the hazardous materials and business emergency plan regulatory program.Please contact me at (wales@ochca.com or 714)559-0101 to arrange a compliance inspection to determine program status and possible removal from the HazMat/BEP program. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 07-06-2020 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous waste inspection.An inspection of the facility was completed with Li Fong.Observed the waste storage area, perimeter of facility and trash container.Containers of wastes are covered and labeled.Wastes include flammables,corrosives,oxidizers, toxics,and universal wastes.Manifests for waste disposal are available for review. Emergency response and contact information is on site and available for review. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 07-21-2017 TC6651002.2s Page 178 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number RITE AID#5755 (Continued) S113802938 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 Haydee Bonnell.Observed the warehouse area,waste storage area,perimeter of facility and trash container.Containers of wastes are covered and labeled.Wastes include flammables, toxic/poisons,oxidizers,corrosives,universal,and RCRA pharmaceuticals.Manifests for waste disposal are available for review.The emergency plan is on site and available for review. Verified the owner as Thrifty Payless Inc. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 07-31-2014 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 Marco Vargas.Observed the warehouse area,waste storage area,perimeter of facility and trash container.Containers of wastes are covered and labeled.Wastes include broken damaged items including flammables,toxics,corrosives,oxidizers,and universal wastes.Manifests for waste disposal are available for review. Emergency response information is posted in the facility.Verified the owner as Thrifty Payless Inc. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 07-31-2014 Violations Found: No Eval Type: Routine done by local agency Eval Notes: Rite Aid#5755 630 E. 1st St.Tustin,CA 92780 On site for a routine hazardous materials inspection.Consent to enter and inspect granted by Marco Vargas.Observed the store and hazardous materials storage areas.The following hazardous materials at or above the threshold limit required for disclosing were observed today: 1)Helium gas cylinder(4 feet)Marco reported that annual Hazmat training for employees is conducted on line and records can be obtained by contacting the corporate office.This agency verified submittal of the Hazardous Materials Business Emergency Plan(HMBEP)on the CERS website. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 08-29-2017 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed and declined HMBEP submittal.The following corrections are needed:BUSINESS ACTIVITIES This facility is not regulated underthe Hazardous Material Program.Please only check the box for regulation under the hazardous waste program and resubmit form within 30 days. Eval Division: Orange County Environmental Health TC6651002.2s Page 179 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number RITE AID#5755 (Continued) S113802938 Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 09-13-2018 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 Eval Date: 10-17-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: CERS review-updated EPA ID-still reporting HM at below thresholds Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 12-17-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: All chemicals are below reportable quantities.This HMBEP is"N/A". Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Coordinates: Site ID: 382651 Facility Name: Rite Aid#5755 Env Int Type Code: HWG Program ID: 10442179 Coord Name: Not reported Ref Point Type Desc: Center of a facility or station. Latitude: 33.744590 Longitude: -117.817540 Affiliation: Affiliation Type Desc: Document Preparer Entity Name: Jordan Anderson 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: 30 Hunter Lane;Attn EHS Affiliation City: Camp Hill TC6651002.2s Page 180 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number RITE AID#5755 (Continued) S113802938 Affiliation State: PA Affiliation Country: Not reported Affiliation Zip: 17011 Affiliation Phone: Not reported Affiliation Type Desc: Legal Owner Entity Name: Thrifty Payless,Inc. Entity Title: Not reported Affiliation Address: 30 Hunter Lane Affiliation City: Camp Hill Affiliation State: PA Affiliation Country: United States Affiliation Zip: 17011 Affiliation Phone: (717)761-2633 Affiliation Type Desc: Identification Signer Entity Name: Joseph A.Chest Entity Title: Manager,EHS 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: Rite Aid#5755 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)544-7274 Affiliation Type Desc: Parent Corporation Entity Name: RITE AID CORPORATION 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)433-6406 Affiliation Type Desc: Environmental Contact Entity Name: Joseph A.Chest TC6651002.2s Page 181 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number RITE AID#5755 (Continued) S113802938 Entity Title: Not reported Affiliation Address: 30 Hunter Lane Affiliation City: Camp Hill Affiliation State: PA Affiliation Country: Not reported Affiliation Zip: 17011 Affiliation Phone: Not reported Affiliation Type Desc: Property Owner Entity Name: PK II Larwin Square,LP Entity Title: Not reported Affiliation Address: 1631 B South Melrose Drive Affiliation City: Vista Affiliation State: CA Affiliation Country: United States Affiliation Zip: 92803 Affiliation Phone: (760)727-1002 Name: RITE AID#5755 Address: 630 E 1ST ST City,State,Zip: TUSTIN,CA 92780 Site ID: 382651 CERS ID: 10442179 CERS Description: Hazardous Waste Generator Evaluation: Eval General Type: Other/Unknown Eval Date: 01-12-2015 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 All materials listed do not appear to meet the minimum threshold reporting quantities and should be removed from your disclosure.The Warfarin,Coumadin and all 4 Retail Waste disclosures do not meet the minimum threshold reporting quantities of 500 pounds. The minimum threshold reporting quantity for helium is 1000 cubic feet.Any refrigerated product cases which utilize gas refrigerants that meet the minimum threshold reporting quantity will need to be disclosed.If no such chemicals are present,it appears that this facility does not fall under the hazardous materials and business emergency plan regulatory program.Please contact me at (wales@ochca.com or 714)559-0101 to arrange a compliance inspection to determine program status and possible removal from the HazMat/BEP program. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 07-06-2020 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous waste inspection.An inspection of the facility was completed with Li Fong.Observed the waste storage area, perimeter of facility and trash container.Containers of wastes are covered and labeled.Wastes include flammables,corrosives,oxidizers, TC6651002.2s Page 182 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number RITE AID#5755 (Continued) S113802938 toxics,and universal wastes.Manifests for waste disposal are available for review. Emergency response and contact information is on site and available for review. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 07-21-2017 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 Haydee Bonnell.Observed the warehouse area,waste storage area,perimeter of facility and trash container.Containers of wastes are covered and labeled.Wastes include flammables, toxic/poisons,oxidizers,corrosives,universal,and RCRA pharmaceuticals.Manifests for waste disposal are available for review.The emergency plan is on site and available for review. Verified the owner as Thrifty Payless Inc. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 07-31-2014 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 Marco Vargas.Observed the warehouse area,waste storage area,perimeter of facility and trash container.Containers of wastes are covered and labeled.Wastes include broken damaged items including flammables,toxics,corrosives,oxidizers,and universal wastes.Manifests for waste disposal are available for review. Emergency response information is posted in the facility.Verified the owner as Thrifty Payless Inc. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 07-31-2014 Violations Found: No Eval Type: Routine done by local agency Eval Notes: Rite Aid#5755 630 E. 1st St.Tustin,CA 92780 On site for a routine hazardous materials inspection.Consent to enter and inspect granted by Marco Vargas.Observed the store and hazardous materials storage areas.The following hazardous materials at or above the threshold limit required for disclosing were observed today: 1)Helium gas cylinder(4 feet)Marco reported that annual Hazmat training for employees is conducted on line and records can be obtained by contacting the corporate office.This agency verified submittal of the Hazardous Materials Business Emergency Plan(HMBEP)on the CERS website. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS TC6651002.2s Page 183 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number RITE AID#5755 (Continued) S113802938 Eval General Type: Other/Unknown Eval Date: 08-29-2017 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed and declined HMBEP submittal.The following corrections are needed:BUSINESS ACTIVITIES This facility is not regulated underthe Hazardous Material Program.Please only check the box for regulation under the hazardous waste program and resubmit form within 30 days. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 09-13-2018 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 Eval Date: 10-17-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: CERS review-updated EPA ID-still reporting HM at below thresholds Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 12-17-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: All chemicals are below reportable quantities.This HMBEP is"N/A". Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Coordinates: Site ID: 382651 Facility Name: Rite Aid#5755 Env Int Type Code: HWG Program ID: 10442179 Coord Name: Not reported Ref Point Type Desc: Center of a facility or station. Latitude: 33.744590 Longitude: -117.817540 Affiliation: Affiliation Type Desc: Document Preparer Entity Name: Jordan Anderson Entity Title: Not reported Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported TC6651002.2s Page 184 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number RITE AID#5755 (Continued) S113802938 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: 30 Hunter Lane;Attn EHS Affiliation City: Camp Hill Affiliation State: PA Affiliation Country: Not reported Affiliation Zip: 17011 Affiliation Phone: Not reported Affiliation Type Desc: Legal Owner Entity Name: Thrifty Payless,Inc. Entity Title: Not reported Affiliation Address: 30 Hunter Lane Affiliation City: Camp Hill Affiliation State: PA Affiliation Country: United States Affiliation Zip: 17011 Affiliation Phone: (717)761-2633 Affiliation Type Desc: Identification Signer Entity Name: Joseph A.Chest Entity Title: Manager,EHS 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: Rite Aid#5755 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)544-7274 Affiliation Type Desc: Parent Corporation Entity Name: RITE AID CORPORATION 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 TC6651002.2s Page 185 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number RITE AID#5755 (Continued) S113802938 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)433-6406 Affiliation Type Desc: Environmental Contact Entity Name: Joseph A.Chest Entity Title: Not reported Affiliation Address: 30 Hunter Lane Affiliation City: Camp Hill Affiliation State: PA Affiliation Country: Not reported Affiliation Zip: 17011 Affiliation Phone: Not reported Affiliation Type Desc: Property Owner Entity Name: PK II Larwin Square,LP Entity Title: Not reported Affiliation Address: 1631 B South Melrose Drive Affiliation City: Vista Affiliation State: CA Affiliation Country: United States Affiliation Zip: 92803 Affiliation Phone: (760)727-1002 HAZN ET: Name: RITE AID#5755 Address: 630 E 1ST ST Address 2: Not reported City,State,Zip: TUSTIN,CA 927803418 Contact: STEPHANIE A. CAIATI Telephone: 7177308225 Mailing Name: Not reported Mailing Address: 30 HUNTER LN Year: 2014 Gepaid: CAL000380015 TSD EPA ID: INR000110197 CA Waste Code: 122-Alkaline solution without metals pH>=12.5 Disposal Method: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Tons: 0.0005 Year: 2014 Gepaid: CAL000380015 TSD EPA ID: CAD008364432 CA Waste Code: 122-Alkaline solution without metals pH—12.5 Disposal Method: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Tons: 0.0015 Year: 2014 Gepaid: CAL000380015 TSD EPA ID: CAD008364432 TC6651002.2s Page 186 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number RITE AID#5755 (Continued) S113802938 CA Waste Code: 311 -Pharmaceutical waste Disposal Method: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Tons: 0.002 Year: 2014 Gepaid: CAL000380015 TSD EPA ID: INR000110197 CA Waste Code: 311 -Pharmaceutical waste Disposal Method: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Tons: 0.001 Year: 2014 Gepaid: CAL000380015 TSD EPA ID: INR000110197 CA Waste Code: 311 -Pharmaceutical waste Disposal Method: - Tons: 0.239 Year: 2014 Gepaid: CAL000380015 TSD EPA ID: INR000110197 CA Waste Code: 214-Unspecified solvent mixture Disposal Method: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Tons: 0.028 Year: 2014 Gepaid: CAL000380015 TSD EPA ID: INR000110197 CA Waste Code: Disposal Method: - Tons: 0.0065 Year: 2014 Gepaid: CAL000380015 TSD EPA ID: CAD008364432 CA Waste Code: 214-Unspecified solvent mixture Disposal Method: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Tons: 0.0025 Year: 2013 Gepaid: CAL000380015 TSD EPA ID: INR000110197 CA Waste Code: 561 -Detergent waste chemicals Disposal Method: - Tons: 0.121 Year: 2013 Gepaid: CAL000380015 TSD EPA ID: INR000110197 CA Waste Code: 214-Unspecified solvent mixture Disposal Method: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Tons: 0.031 TC6651002.2s Page 187 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number RITE AID#5755 (Continued) S113802938 C;lirk this hap Prlink while viewing on your computer to access 6 additional CA HAZNET:record(s)in the EDR Site Report. Additional Info: Year: 2012 Gen EPA ID: CAL000380015 Shipment Date: 20121213 Creation Date: 5/3/2013 22:15:23 Receipt Date: 20130102 Manifest ID: 005439285FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: OKD981588791 Trans 2 Name: TRIAD TRANSPORT INC TSDF EPA ID: INR000110197 Trans Name: STERICYCLE INC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 214-Unspecified solvent mixture RCRA Code: D001 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.005 Waste Quantity: 10 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20121213 Creation Date: 5/3/2013 22:15:23 Receipt Date: 20130102 Manifest ID: 005439285FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: OKD981588791 Trans 2 Name: TRIAD TRANSPORT INC TSDF EPA ID: INR000110197 Trans Name: STERICYCLE INC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 214-Unspecified solvent mixture RCRA Code: D001 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.0095 Waste Quantity: 19 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported TC6651002.2s Page 188 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number RITE AID#5755 (Continued) S113802938 Shipment Date: 20121213 Creation Date: 5/3/2013 22:15:23 Receipt Date: 20130102 Manifest ID: 005439285FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: OKD981588791 Trans 2 Name: TRIAD TRANSPORT INC TSDF EPA ID: INR000110197 Trans Name: STERICYCLE INC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 311 -Pharmaceutical waste RCRA Code: P075 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.0005 Waste Quantity: 1 Quantity Unit: P Additional Code 1: P001 Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20121213 Creation Date: Not reported Receipt Date: Not reported Manifest ID: 005439285FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: OKD981588791 Trans 2 Name: TRIAD TRANSPORT INC TSDF EPA ID: INR000110197 Trans Name: STERICYCLE INC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: -Not reported RCRA Code: Not reported Meth Code: -Not reported Quantity Tons: 0.0015 Waste Quantity: 3 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20121213 Creation Date: Not reported Receipt Date: Not reported Manifest ID: 005439285FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: OKD981588791 Trans 2 Name: TRIAD TRANSPORT INC TC6651002.2s Page 189 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number RITE AID#5755 (Continued) S113802938 TSDF EPA ID: INR000110197 Trans Name: STERICYCLE INC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 131 -Aqueous solution(2<pH<12.5)containing reactive anions (azide,bromate,chlorate,cyanide,fluoride,hypochlorite,nitrite, perchlorate,and sulfide anions RCRA Code: D001 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.0045 Waste Quantity: 9 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20121213 Creation Date: Not reported Receipt Date: Not reported Manifest ID: 005439285FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: OKD981588791 Trans 2 Name: TRIAD TRANSPORT INC TSDF EPA ID: INR000110197 Trans Name: STERICYCLE INC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 311 -Pharmaceutical waste RCRA Code: Not reported Meth Code: -Not reported Quantity Tons: 0.0075 Waste Quantity: 15 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20121213 Creation Date: Not reported Receipt Date: Not reported Manifest ID: 005439285FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: OKD981588791 Trans 2 Name: TRIAD TRANSPORT INC TSDF EPA ID: INR000110197 Trans Name: STERICYCLE INC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 561 -Not reported RCRA Code: Not reported TC6651002.2s Page 190 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number RITE AID#5755 (Continued) S113802938 Meth Code: -Not reported Quantity Tons: 0.0245 Waste Quantity: 49 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20121213 Creation Date: 5/3/2013 22:15:23 Receipt Date: 20130102 Manifest ID: 005439285FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: OKD981588791 Trans 2 Name: TRIAD TRANSPORT INC TSDF EPA ID: INR000110197 Trans Name: STERICYCLE INC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 311 -Pharmaceutical waste RCRA Code: D010 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.0025 Waste Quantity: 5 Quantity Unit: P Additional Code 1: D007 Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Additional Info: Year: 2014 Gen EPA ID: CAL000380015 Shipment Date: 20140808 Creation Date: 2/6/2015 22:15:12 Receipt Date: 20140819 Manifest ID: 007257011FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: OKD981588791 Trans 2 Name: TRIAD TRANSPORT INC TSDF EPA ID: CAD008364432 Trans Name: RHO CHEM LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 214-Unspecified solvent mixture RCRA Code: D001 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.0025 Waste Quantity: 5 TC6651002.2s Page 191 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number RITE AID#5755 (Continued) S113802938 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20140808 Creation Date: 2/6/2015 22:15:12 Receipt Date: 20140819 Manifest ID: 007257011FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: OKD981588791 Trans 2 Name: TRIAD TRANSPORT INC TSDF EPA ID: CAD008364432 Trans Name: RHO CHEM LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 311 -Pharmaceutical waste RCRA Code: P075 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.0015 Waste Quantity: 3 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20140808 Creation Date: 2/7/2015 22:15:11 Receipt Date: 20140829 Manifest ID: 007257010FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: OKD981588791 Trans 2 Name: TRIAD TRANSPORT INC TSDF EPA ID: INR000110197 Trans Name: STERICYCLE INC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: -Not reported RCRA Code: Not reported Meth Code: -Not reported Quantity Tons: 0.0065 Waste Quantity: 13 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20140808 TC6651002.2s Page 192 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number RITE AID#5755 (Continued) S113802938 Creation Date: Not reported Receipt Date: Not reported Manifest ID: 007257011FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: OKD981588791 Trans 2 Name: TRIAD TRANSPORT INC TSDF EPA ID: CAD008364432 Trans Name: RHO CHEM LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 331 -Off-specification,aged,or surplus organics RCRA Code: D010 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.0495 Waste Quantity: 99 Quantity Unit: P Additional Code 1: D007 Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20140808 Creation Date: Not reported Receipt Date: Not reported Manifest ID: 007257011FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: OKD981588791 Trans 2 Name: TRIAD TRANSPORT INC TSDF EPA ID: CAD008364432 Trans Name: RHO CHEM LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 561 -Not reported RCRA Code: Not reported Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.051 Waste Quantity: 102 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20140808 Creation Date: Not reported Receipt Date: Not reported Manifest ID: 007257011FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: OKD981588791 Trans 2 Name: TRIAD TRANSPORT INC TC6651002.2s Page 193 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number RITE AID#5755 (Continued) S113802938 TSDF EPA ID: CAD008364432 Trans Name: RHO CHEM LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 311 -Pharmaceutical waste RCRA Code: Not reported Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.074 Waste Quantity: 148 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20140808 Creation Date: Not reported Receipt Date: Not reported Manifest ID: 007257011FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: OKD981588791 Trans 2 Name: TRIAD TRANSPORT INC TSDF EPA ID: CAD008364432 Trans Name: RHO CHEM LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 214-Unspecified solvent mixture RCRA Code: D001 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.0015 Waste Quantity: 3 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20140808 Creation Date: 2/6/2015 22:15:12 Receipt Date: 20140819 Manifest ID: 007257011 FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: OKD981588791 Trans 2 Name: TRIAD TRANSPORT INC TSDF EPA ID: CAD008364432 Trans Name: RHO CHEM LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 311 -Pharmaceutical waste RCRA Code: P001 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No TC6651002.2s Page 194 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number RITE AID#5755 (Continued) S113802938 Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.0005 Waste Quantity: 1 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20140808 Creation Date: 2/6/2015 22:15:12 Receipt Date: 20140819 Manifest ID: 007257011FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: OKD981588791 Trans 2 Name: TRIAD TRANSPORT INC TSDF EPA ID: CAD008364432 Trans Name: RHO CHEM LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 122-Alkaline solution without metals(pH>12.5 RCRA Code: D002 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.0015 Waste Quantity: 3 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20140808 Creation Date: Not reported Receipt Date: Not reported Manifest ID: 007257011FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: OKD981588791 Trans 2 Name: TRIAD TRANSPORT INC TSDF EPA ID: CAD008364432 Trans Name: RHO CHEM LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: -Not reported RCRA Code: Not reported Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.0055 Waste Quantity: 11 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported TC6651002.2s Page 195 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number RITE AID#5755 (Continued) S113802938 Additional Code 4: Not reported Additional Code 5: Not reported Additional Info: Year: 2013 Gen EPA ID: CAL000380015 Shipment Date: 20131123 Creation Date: 4/15/2014 22:15:05 Receipt Date: 20131210 Manifest ID: 006205057FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: OKD981588791 Trans 2 Name: TRIAD TRANSPORT INC TSDF EPA ID: INR000110197 Trans Name: STERICYCLE INC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 131 -Aqueous solution(2<pH<12.5)containing reactive anions (azide,bromate,chlorate,cyanide,fluoride,hypochlorite,nitrite, perchlorate,and sulfide anions RCRA Code: D001 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.003 Waste Quantity: 6 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20131123 Creation Date: 4/15/2014 22:15:05 Receipt Date: 20131210 Manifest ID: 006205057FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: OKD981588791 Trans 2 Name: TRIAD TRANSPORT INC TSDF EPA ID: INR000110197 Trans Name: STERICYCLE INC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 214-Unspecified solvent mixture RCRA Code: D001 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.009 Waste Quantity: 18 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported TC6651002.2s Page 196 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number RITE AID#5755 (Continued) S113802938 Additional Code 5: Not reported Shipment Date: 20131123 Creation Date: 4/15/2014 22:15:05 Receipt Date: 20131210 Manifest ID: 006205057FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: OKD981588791 Trans 2 Name: TRIAD TRANSPORT INC TSDF EPA ID: INR000110197 Trans Name: STERICYCLE INC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 214-Unspecified solvent mixture RCRA Code: D001 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.0085 Waste Quantity: 17 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20131123 Creation Date: 4/15/2014 22:15:05 Receipt Date: 20131210 Manifest ID: 006205057FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: OKD981588791 Trans 2 Name: TRIAD TRANSPORT INC TSDF EPA ID: INR000110197 Trans Name: STERICYCLE INC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 122-Alkaline solution without metals(pH>12.5 RCRA Code: D002 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.0175 Waste Quantity: 35 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20131123 Creation Date: Not reported Receipt Date: Not reported Manifest ID: 006205057FLE Trans EPA ID: MNS000110924 TC6651002.2s Page 197 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number RITE AID#5755 (Continued) S113802938 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: OKD981588791 Trans 2 Name: TRIAD TRANSPORT INC TSDF EPA ID: INR000110197 Trans Name: STERICYCLE INC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 311 -Pharmaceutical waste RCRA Code: P001 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.0005 Waste Quantity: 1 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20131123 Creation Date: Not reported Receipt Date: Not reported Manifest ID: 006205057FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: OKD981588791 Trans 2 Name: TRIAD TRANSPORT INC TSDF EPA ID: INR000110197 Trans Name: STERICYCLE INC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 311 -Pharmaceutical waste RCRA Code: Not reported Meth Code: -Not reported Quantity Tons: 0.0555 Waste Quantity: 111 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20131123 Creation Date: Not reported Receipt Date: Not reported Manifest ID: 006205057FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: OKD981588791 Trans 2 Name: TRIAD TRANSPORT INC TSDF EPA ID: INR000110197 Trans Name: STERICYCLE INC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 311 -Pharmaceutical waste TC6651002.2s Page 198 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number RITE AID#5755 (Continued) S113802938 RCRA Code: Not reported Meth Code: -Not reported Quantity Tons: 0.0315 Waste Quantity: 63 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20131123 Creation Date: Not reported Receipt Date: Not reported Manifest ID: 006205057FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: OKD981588791 Trans 2 Name: TRIAD TRANSPORT INC TSDF EPA ID: INR000110197 Trans Name: STERICYCLE INC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 311 -Pharmaceutical waste RCRA Code: Not reported Meth Code: -Not reported Quantity Tons: 0.006 Waste Quantity: 12 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20130902 Creation Date: 1/13/2014 22:15:22 Receipt Date: 20130916 Manifest ID: 006216317FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: OKD981588791 Trans 2 Name: TRIAD TRANSPORT INC TSDF EPA ID: INR000110197 Trans Name: STERICYCLE INC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 214-Unspecified solvent mixture RCRA Code: D001 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.0045 Waste Quantity: 9 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported TC6651002.2s Page 199 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number RITE AID#5755 (Continued) S113802938 Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20130902 Creation Date: 1/13/2014 22:15:22 Receipt Date: 20130916 Manifest ID: 006216317FLE Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC Trans 2 EPA ID: OKD981588791 Trans 2 Name: TRIAD TRANSPORT INC TSDF EPA ID: INR000110197 Trans Name: STERICYCLE INC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 561 -Not reported RCRA Code: Not reported Meth Code: -Not reported Quantity Tons: 0.056 Waste Quantity: 112 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported 49 BOULGER,TOM RCRA NonGen/NLR 1024768329 NNW 17711 AMAGANSET WAY CAC002988211 1/8-1/4 TUSTIN,CA 92780 0.243 mi. 1282 ft. Relative: RCRA NonGen/NLR: Higher Date Form Received by Agency: 2018-11-07 00:00:00.0 Actual: Handler Name: BOULGER,TOM 162 ft. Handler Address: 17711 AMAGANSET WAY Handler City,State,Zip: TUSTIN,CA 92780 EPA ID: CAC002988211 Contact Name: BOULGER,TOM Contact Address: 17711 AMAGANSET WAY Contact City,State,Zip: TUSTIN,CA 92780 Contact Telephone: 714-838-4048 Contact Fax: Not reported Contact Email: ANDREWC@PWSEI.COM Contact Title: Not reported EPA Region: 09 Land Type: Not reported Federal Waste Generator Description: Not a generator,verified Non-Notifier: Not reported Biennial Report Cycle: Not reported Accessibility: Not reported Active Site Indicator: Handler Activities State District Owner: Not reported State District: Not reported Mailing Address: 17711 AMAGANSET WAY Mailing City,State,Zip: TUSTIN,CA 92780 Owner Name: BOULGER,TOM TC6651002.2s Page 200 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number BOULGER,TOM (Continued) 1024768329 Owner Type: Other Operator Name: BOULGER,TOM Operator Type: Other Short-Term Generator Activity: No Importer Activity: No Mixed Waste Generator: No Transporter Activity: No Transfer Facility Activity: No Recycler Activity with Storage: No Small Quantity On-Site Burner Exemption: No Smelting Melting and Refining Furnace Exemption: No Underground Injection Control: No Off-Site Waste Receipt: No Universal Waste Indicator: Yes Universal Waste Destination Facility: Yes Federal Universal Waste: No Active Site Fed-Reg Treatment Storage and Disposal Facility: Not reported Active Site Converter Treatment storage and Disposal Facility: Not reported Active Site State-Reg Treatment Storage and Disposal Facility: Not reported Active Site State-Reg Handler: --- Federal Facility Indicator: Not reported Hazardous Secondary Material Indicator: N Sub-Part K Indicator: Not reported Commercial TSD Indicator: No Treatment Storage and Disposal Type: Not reported 2018 GPRA Permit Baseline: Not on the Baseline 2018 GPRA Renewals Baseline: Not on the Baseline Permit Renewals Workload Universe: Not reported Permit Workload Universe: Not reported Permit Progress Universe: Not reported Post-Closure Workload Universe: Not reported Closure Workload Universe: Not reported 202 GPRA Corrective Action Baseline: No Corrective Action Workload Universe: No Subject to Corrective Action Universe: No Non-TSDFs Where RCRA CA has Been Imposed Universe: No TSDFs Potentially Subject to CA Under 3004(u)/(v)Universe: No TSDFs Only Subject to CA under Discretionary Auth Universe: No Corrective Action Priority Ranking: No NCAPS ranking Environmental Control Indicator: No Institutional Control Indicator: No Human Exposure Controls Indicator: N/A Groundwater Controls Indicator: N/A Operating TSDF Universe: Not reported Full Enforcement Universe: Not reported Significant Non-Complier Universe: No Unaddressed Significant Non-Complier Universe: No Addressed Significant Non-Complier Universe: No Significant Non-Complier With a Compliance Schedule Universe: No Financial Assurance Required: Not reported Handler Date of Last Change: 2018-11-20 16:30:51.0 Recognized Trader-Importer: No Recognized Trader-Exporter: No Importer of Spent Lead Acid Batteries: No Exporter of Spent Lead Acid Batteries: No Recycler Activity Without Storage: No Manifest Broker: No TC6651002.2s Page 201 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number BOULGER,TOM (Continued) 1024768329 Sub-Part P Indicator: No Handler-Owner Operator: Owner/Operator Indicator: Operator Owner/Operator Name: BOULGER,TOM Legal Status: Other Date Became Current: Not reported Date Ended Current: Not reported Owner/Operator Address: 17711 AMAGANSET WAY Owner/Operator City,State,Zip: TUSTIN,CA 92780 Owner/Operator Telephone: 714-838-4048 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Owner/Operator Indicator: Owner Owner/Operator Name: BOULGER,TOM Legal Status: Other Date Became Current: Not reported Date Ended Current: Not reported Owner/Operator Address: 17711 AMAGANSET WAY Owner/Operator City,State,Zip: TUSTIN,CA 92780 Owner/Operator Telephone: 714-838-4048 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Historic Generators: Receive Date: 2018-11-07 00:00:00.0 Handler Name: BOULGER,TOM Federal Waste Generator Description: Not a generator,verified State District Owner: Not reported Large Quantity Handler of Universal Waste: No Recognized Trader Importer: No Recognized Trader Exporter: No Spent Lead Acid Battery Importer: No Spent Lead Acid Battery Exporter: No Current Record: Yes Non Storage Recycler Activity: Not reported Electronic Manifest Broker: Not reported List of NAICS Codes and Descriptions: NAICS Code: 56299 NAICS Description: ALL OTHER WASTE MANAGEMENT SERVICES Facility Has Received Notices of Violations: Violations: No Violations Found Evaluation Action Summary: Evaluations: No Evaluations Found TC6651002.2s Page 202 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number L50 TUSTIN USD HIGH SCHOOL-MCAS PARCEL 17 ENVIROSTOR S107737081 ESE SW OF INTERSECTION OF TUSTIN RANCH RD&VALENCIA AVE. SCH N/A 1/4-1/2 TUSTIN,CA 92780 0.348 mi. 1835 ft. Site 1 of 5 in cluster L Relative: ENVIROSTOR: Lower Name: TUSTIN USD HIGH SCHOOL-MCAS PARCEL 17 Actual: Address: SW OF INTERSECTION OF TUSTIN RANCH RD&VALENCIA AVE. 128 ft. City,State,Zip: TUSTIN,CA 92780 Facility ID: 70000180 Status: No Further Action Status Date: 10/19/2016 Site Code: 404673 Site Type: School Investigation Site Type Detailed: School Acres: 40 NPL: NO Regulatory Agencies: SMBRP Lead Agency: SMBRP Program Manager: Scarlett Zhai 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: 33.7454 Longitude: -117.8148 APN: NONE SPECIFIED Past Use: AIRFIELD OPERATIONS, FUEL-AIRCRAFT STORAGE/REFUELING Potential COC: Arsenic DDD DDE DDT Tetrachloroethylene(PCE TPH-diesel Confirmed COC: NONE SPECIFIED Potential Description: AQUI,SOIL,SV Alias Name: Proposed HS-Marine Air Parcel 17 Alias Type: Alternate Name Alias Name: 404673 Alias Type: Project Code(Site Code) Alias Name: 70000180 Alias Type: Envirostor ID Number Completed Info: Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Environmental Oversight Agreement Completed Date: 01/31/2006 Comments: Not reported Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Cost Recovery Closeout Memo Completed Date: 06/28/2007 Comments: CRU completed Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Preliminary Endangerment Assessment Workplan Completed Date: 07/14/2006 TC6651002.2s Page 203 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TUSTIN USD HIGH SCHOOL-MCAS PARCEL 17 (Continued) S107737081 Comments: PEA WP Approved Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Preliminary Endangerment Assessment Report Completed Date: 06/21/2007 Comments: Approval of PEA Report Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Environmental Oversight Agreement Application Completed Date: 02/26/2015 Comments: Not reported Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Preliminary Endangerment Assessment Workplan Completed Date: 06/22/2015 Comments: DTSC concurred with the Adequacy of the Workplan for implementation Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Preliminary Endangerment Assessment Report Completed Date: 11/12/2015 Comments: DTSC approved the PEA with a No Further Action determination. Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Supplemental Site Investigation Tech Memo Completed Date: 04/14/2016 Comments: Not reported Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Environmental Oversight Agreement Completed Date: 04/15/2015 Comments: Fully executed EOA sent(FedEx)to District. Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Annual Oversight Cost Estimate Completed Date: 09/14/2015 Comments: Annual Cost Estimate FY 15/16 emailed and mailed to BP. Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Cost Recovery Closeout Memo Completed Date: 10/30/2017 Comments: Closeout Form 1554 submitted on 10/25/17 and processed by CRBU on 10/30/17;closeout complete. 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 TC6651002.2s Page 204 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TUSTIN USD HIGH SCHOOL-MCAS PARCEL 17 (Continued) S107737081 Schedule Document Type: Not reported Schedule Due Date: Not reported Schedule Revised Date: Not reported SCH: Name: TUSTIN USD HIGH SCHOOL-MCAS PARCEL 17 Address: SW OF INTERSECTION OF TUSTIN RANCH RD&VALENCIA AVE. City,State,Zip: TUSTIN,CA 92780 Facility ID: 70000180 Site Type: School Investigation Site Type Detail: School Site Mgmt. Req.: NONE SPECIFIED Acres: 40 National Priorities List: NO Cleanup Oversight Agencies: SMBRP Lead Agency: SMBRP Lead Agency Description: DTSC-Site Cleanup Program Project Manager: Scarlett Zhai Supervisor: Shahir Haddad Division Branch: Southern California Schools&Brownfields Outreach Site Code: 404673 Assembly: 68 Senate: 37 Special Program Status: Not reported Status: No Further Action Status Date: 10/19/2016 Restricted Use: NO Funding: School District Latitude: 33.7454 Longitude: -117.8148 APN: NONE SPECIFIED Past Use: AIRFIELD OPERATIONS, FUEL-AIRCRAFT STORAGE/REFUELING Potential COC: Arsenic,DDD,DDE,DDT,Tetrachloroethylene(PCE,TPH-diesel Confirmed COC: NONE SPECIFIED Potential Description: AQUI,SOIL,SV Alias Name: Proposed HS-Marine Air Parcel 17 Alias Type: Alternate Name Alias Name: 404673 Alias Type: Project Code(Site Code) Alias Name: 70000180 Alias Type: Envirostor ID Number Completed Info: Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Environmental Oversight Agreement Completed Date: 01/31/2006 Comments: Not reported Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Cost Recovery Closeout Memo Completed Date: 06/28/2007 Comments: CRU completed Completed Area Name: PROJECT WIDE TC6651002.2s Page 205 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TUSTIN USD HIGH SCHOOL-MCAS PARCEL 17 (Continued) S107737081 Completed Sub Area Name: Not reported Completed Document Type: Preliminary Endangerment Assessment Workplan Completed Date: 07/14/2006 Comments: PEA WP Approved Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Preliminary Endangerment Assessment Report Completed Date: 06/21/2007 Comments: Approval of PEA Report Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Environmental Oversight Agreement Application Completed Date: 02/26/2015 Comments: Not reported Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Preliminary Endangerment Assessment Workplan Completed Date: 06/22/2015 Comments: DTSC concurred with the Adequacy of the Workplan for implementation Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Preliminary Endangerment Assessment Report Completed Date: 11/12/2015 Comments: DTSC approved the PEA with a No Further Action determination. Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Supplemental Site Investigation Tech Memo Completed Date: 04/14/2016 Comments: Not reported Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Environmental Oversight Agreement Completed Date: 04/15/2015 Comments: Fully executed EOA sent(FedEx)to District. Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Annual Oversight Cost Estimate Completed Date: 09/14/2015 Comments: Annual Cost Estimate FY 15/16 emailed and mailed to BP. Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Cost Recovery Closeout Memo Completed Date: 10/30/2017 Comments: Closeout Form 1554 submitted on 10/25/17 and processed by CRBU on 10/30/17;closeout complete. Future Area Name: Not reported Future Sub Area Name: Not reported Future Document Type: Not reported TC6651002.2s Page 206 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TUSTIN USD HIGH SCHOOL-MCAS PARCEL 17 (Continued) S107737081 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 L51 PROPOSED TUSTIN ES-MARINE AIR PARCEL 28 ENVIROSTOR S107737101 ESE NEWPORT FREEWAY AT EDINGER SCH N/A 1/4-1/2 TUSTIN,CA 92710 0.348 mi. 1835 ft. Site 2 of 5 in cluster L Relative: ENVIROSTOR: Lower Name: PROPOSED TUSTIN ES-MARINE AIR PARCEL 28 Actual: Address: NEWPORT FREEWAY AT EDINGER 128 ft. City,State,Zip: TUSTIN,CA 92710 Facility ID: 70000181 Status: No Further Action Status Date: 06/28/2007 Site Code: 404674 Site Type: School Investigation Site Type Detailed: School Acres: 15 NPL: NO Regulatory Agencies: SMBRP Lead Agency: SMBRP Program Manager: S.Steven Hariri 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: 33.7454 Longitude: -117.8148 APN: NONE SPECIFIED Past Use: AIRFIELD OPERATIONS Potential COC: DDD DDE DDT TPH-diesel TPH-gas Trichloroethylene(TCE Confirmed COC: NONE SPECIFIED Potential Description: OTH,SOIL,SV Alias Name: 404674 Alias Type: Project Code(Site Code) Alias Name: 70000181 Alias Type: Envirostor ID Number Completed Info: Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Environmental Oversight Agreement Completed Date: 01/31/2006 Comments: Not reported Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Cost Recovery Closeout Memo TC6651002.2s Page 207 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PROPOSED TUSTIN ES-MARINE AIR PARCEL 28 (Continued) S107737101 Completed Date: 06/28/2007 Comments: CRU memo completed. Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Preliminary Endangerment Assessment Workplan Completed Date: 07/14/2006 Comments: PEA WP Approved Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Preliminary Endangerment Assessment Report Completed Date: 06/21/2007 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: Name: PROPOSED TUSTIN ES-MARINE AIR PARCEL 28 Address: NEWPORT FREEWAY AT EDINGER City,State,Zip: TUSTIN,CA 92710 Facility ID: 70000181 Site Type: School Investigation Site Type Detail: School Site Mgmt. Req.: NONE SPECIFIED Acres: 15 National Priorities List: NO Cleanup Oversight Agencies: SMBRP Lead Agency: SMBRP Lead Agency Description: DTSC-Site Cleanup Program Project Manager: S.Steven Hariri Supervisor: Shahir Haddad Division Branch: Southern California Schools&Brownfields Outreach Site Code: 404674 Assembly: 68 Senate: 37 Special Program Status: Not reported Status: No Further Action Status Date: 06/28/2007 Restricted Use: NO Funding: School District Latitude: 33.7454 Longitude: -117.8148 APN: NONE SPECIFIED Past Use: AIRFIELD OPERATIONS Potential COC: DDD,DDE,DDT,TPH-diesel,TPH-gas,Trichloroethylene(TCE Confirmed COC: NONE SPECIFIED Potential Description: OTH,SOIL,SV TC6651002.2s Page 208 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number PROPOSED TUSTIN ES-MARINE AIR PARCEL 28 (Continued) S107737101 Alias Name: 404674 Alias Type: Project Code(Site Code) Alias Name: 70000181 Alias Type: Envirostor ID Number Completed Info: Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Environmental Oversight Agreement Completed Date: 01/31/2006 Comments: Not reported Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Cost Recovery Closeout Memo Completed Date: 06/28/2007 Comments: CRU memo completed. Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Preliminary Endangerment Assessment Workplan Completed Date: 07/14/2006 Comments: PEA WP Approved Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Preliminary Endangerment Assessment Report Completed Date: 06/21/2007 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 L52 UNOCAL#5386 LUST 0003942685 ESE 13348 NEWPORT AVE UST N/A 1/4-1/2 TUSTIN,CA 92780 SWEEPS UST 0.355 mi. Cortese 1875 ft. Site 3 of 5 in cluster L CERS Relative: ORANGE CO.LUST: Lower Name: UNOCAL Actual: Address: 13348 NEWPORT AVE 128 ft. City,State,Zip: TUSTIN,CA 92780 Region: ORANGE Facility Id: 91 UT131 Released Substance: Gasoline-Automotive(motor gasoline and additives),leaded&unleaded Date Closed: 06/23/2006 Record ID: RO0002743 LUST: Name: UNOCAL TC6651002.2s Page 209 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number UNOCAL#5386 (Continued) 0003942685 Address: 13348 NEWPORT City,State,Zip: TUSTIN,CA 92780 Lead Agency: ORANGE COUNTY LOP Case Type: LUST Cleanup Site Geo Track: hftp://geotracker.waterboards.ca.gov/profile_report.asp?global_id=T0605901349 Global Id: T0605901349 Latitude: 33.7451049 Longitude: -117.8148329 Status: Completed-Case Closed Status Date: 06/23/2006 Case Worker: SR RB Case Number: 083001807T Local Agency: ORANGE COUNTY LOP File Location: Local Agency Warehouse Local Case Number: 91 UT131 Potential Media Affect: Other Groundwater(uses other than drinking water) Potential Contaminants of Concern: Gasoline Site History: Not reported LUST: Global Id: T0605901349 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 LUST: Global Id: T0605901349 Action Type: Other Date: 09/20/1991 Action: Leak Began Global Id: T0605901349 Action Type: Other Date: 09/20/1991 Action: Leak Discovery Global Id: T0605901349 Action Type: REMEDIATION Date: 08/16/1995 Action: Soil Vapor Extraction(SVE) Global Id: T0605901349 Action Type: REMEDIATION Date: 08/16/1995 Action: Other(Use Description Field) Global Id: T0605901349 Action Type: REMEDIATION Date: 06/17/1992 Action: Excavation Global Id: T0605901349 Action Type: Other TC6651002.2s Page 210 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number UNOCAL#5386 (Continued) 0003942685 Date: 09/20/1991 Action: Leak Reported Global Id: T0605901349 Action Type: ENFORCEMENT Date: 06/23/2006 Action: Closure/No Further Action Letter LUST: Global Id: T0605901349 Status: Open-Case Begin Date Status Date: 03/08/1991 Global Id: T0605901349 Status: Open-Site Assessment Status Date: 03/08/1991 Global Id: T0605901349 Status: Open-Site Assessment Status Date: 02/25/1992 Global Id: T0605901349 Status: Open-Site Assessment Status Date: 10/21/1992 Global Id: T0605901349 Status: Open-Remediation Status Date: 04/19/1994 Global Id: T0605901349 Status: Open-Remediation Status Date: 09/26/1994 Global Id: T0605901349 Status: Open-Verification Monitoring Status Date: 02/18/1998 Global Id: T0605901349 Status: Completed-Case Closed Status Date: 06/23/2006 UST: Name: UNOCAL#5386 Address: 13348 NEWPORT AVE City,State,Zip: TUSTIN,CA 92780 Facility ID: 2279 Permitting Agency: ORANGE COUNTY CERSID: Not reported Latitude: 33.7464366 Longitude: -117.8132638 SWEEPS UST: Name: UNOCAL#5386 Address: 13348 NEWPORT AVE City: TUSTIN TC6651002.2s Page 211 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number UNOCAL#5386 (Continued) 0003942685 Status: Active Comp Number: 2279 Number: 9 Board Of Equalization: 44-001057 Referral Date: 09-30-92 Action Date: 09-15-92 Created Date: 02-29-88 Owner Tank Id: Not reported SWRCB Tank Id: 30-000-002279-000001 Tank Status: A Capacity: 10000 Active Date: Not reported Tank Use: PETROLEUM STG: P Content: Not reported Number Of Tanks: 3 Name: UNOCAL#5386 Address: 13348 NEWPORT AVE City: TUSTIN Status: Active Comp Number: 2279 Number: 9 Board Of Equalization: 44-001057 Referral Date: 09-30-92 Action Date: 09-15-92 Created Date: 02-29-88 Owner Tank Id: Not reported SWRCB Tank Id: 30-000-002279-000003 Tank Status: A Capacity: 10000 Active Date: Not reported Tank Use: M.V.FUEL STG: P Content: REG UNLEADED Number Of Tanks: Not reported Name: UNOCAL#5386 Address: 13348 NEWPORT AVE City: TUSTIN Status: Active Comp Number: 2279 Number: 9 Board Of Equalization: 44-001057 Referral Date: 09-30-92 Action Date: 09-15-92 Created Date: 02-29-88 Owner Tank Id: Not reported SWRCB Tank Id: 30-000-002279-000004 Tank Status: A Capacity: 10000 Active Date: Not reported Tank Use: M.V.FUEL STG: P Content: REG UNLEADED Number Of Tanks: Not reported TC6651002.2s Page 212 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number UNOCAL#5386 (Continued) 0003942685 CORTESE: Name: UNOCAL Address: 13348 NEWPORT City,State,Zip: TUSTIN,CA 92780 Region: CORTESE Envirostor Id: Not reported Global ID: T0605901349 Site/Facility Type: LUST CLEANUP SITE Cleanup Status: COMPLETED-CASE CLOSED 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: active Order No: Not reported Waste Discharge System No: Not reported Effective Date: Not reported Region 2: Not reported WID Id: Not reported Solid Waste Id No: Not reported Waste Management Lit Name: Not reported File Name: Active Open CERS: Name: UNOCAL Address: 13348 NEWPORT City,State,Zip: TUSTIN,CA 92780 Site ID: 236706 CERS ID: T0605901349 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 Affiliation Phone: 7144336262 M53 SUPER STOP LUST 0003784454 WSW 395 FIRST Cortese N/A 1/4-1/2 TUSTIN,CA 92780 CERS 0.359 mi. 1893 ft. Site 1 of 2 in cluster M Relative: LUST: Higher Name: SUPER STOP Actual: Address: 395 FIRST 142 ft. City,State,Zip: TUSTIN,CA 92780 Lead Agency: ORANGE COUNTY LOP TC6651002.2s Page 213 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SUPER STOP (Continued) 0003784454 Case Type: LUST Cleanup Site Geo Track: http://geotracker.waterboards.ca.gov/profile_report.asp?global_id=T0605999010 Global Id: T0605999010 Latitude: 33.745663 Longitude: -117.827464 Status: Completed-Case Closed Status Date: 10/28/2010 Case Worker: SR RB Case Number: 083003683T Local Agency: ORANGE COUNTY LOP File Location: Local Agency Local Case Number: 99UT022 Potential Media Affect: Other Groundwater(uses other than drinking water) Potential Contaminants of Concern: Gasoline Site History: Not reported LUST: Global Id: T0605999010 Contact Type: Regional Board Caseworker Contact Name: ROSE SCOTT Organization Name: SANTA ANA RWQCB(REGION 8) Address: 3737 MAIN STREET,SUITE 500 City: RIVERSIDE Email: rose.scott@waterboards.ca.gov Phone Number: 9513206375 Global Id: T0605999010 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 LUST: Global Id: T0605999010 Action Type: Other Date: 03/10/1999 Action: Leak Began Global Id: T0605999010 Action Type: ENFORCEMENT Date: 07/13/2009 Action: Staff Letter Global Id: T0605999010 Action Type: ENFORCEMENT Date: 08/02/2010 Action: Staff Letter Global Id: T0605999010 Action Type: Other Date: 03/10/1999 Action: Leak Discovery Global Id: T0605999010 TC6651002.2s Page 214 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SUPER STOP (Continued) 0003784454 Action Type: RESPONSE Date: 05/10/2004 Action: Other Report/Document Global Id: T0605999010 Action Type: RESPONSE Date: 08/17/2004 Action: Other Report/Document Global Id: T0605999010 Action Type: RESPONSE Date: 02/28/2005 Action: Other Report/Document Global Id: T0605999010 Action Type: RESPONSE Date: 05/06/2005 Action: Other Report/Document Global Id: T0605999010 Action Type: RESPONSE Date: 05/24/2005 Action: Other Report/Document Global Id: T0605999010 Action Type: RESPONSE Date: 08/10/2005 Action: Other Report/Document Global Id: T0605999010 Action Type: RESPONSE Date: 08/10/2005 Action: Soil and Water Investigation Workplan Global Id: T0605999010 Action Type: RESPONSE Date: 12/12/2005 Action: Soil and Water Investigation Report Global Id: T0605999010 Action Type: REMEDIATION Date: 08/04/2004 Action: In Situ Physical/Chemical Treatment(other than SVE) Global Id: T0605999010 Action Type: Other Date: 03/10/1999 Action: Leak Stopped Global Id: T0605999010 Action Type: ENFORCEMENT Date: 04/07/2004 Action: Staff Letter Global Id: T0605999010 Action Type: ENFORCEMENT Date: 02/17/2006 TC6651002.2s Page 215 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SUPER STOP (Continued) 0003784454 Action: Staff Letter Global Id: T0605999010 Action Type: ENFORCEMENT Date: 03/21/2005 Action: Staff Letter Global Id: T0605999010 Action Type: Other Date: 03/10/1999 Action: Leak Reported Global Id: T0605999010 Action Type: ENFORCEMENT Date: 10/28/2010 Action: Closure/No Further Action Letter Global Id: T0605999010 Action Type: ENFORCEMENT Date: 07/28/2008 Action: Staff Letter Global Id: T0605999010 Action Type: ENFORCEMENT Date: 07/19/2010 Action: File Review-Closure Global Id: T0605999010 Action Type: ENFORCEMENT Date: 12/28/2010 Action: Clean Up Fund-Case Closure Review Summary Report(RSR) Global Id: T0605999010 Action Type: ENFORCEMENT Date: 09/06/2005 Action: Staff Letter Global Id: T0605999010 Action Type: ENFORCEMENT Date: 04/20/2005 Action: Staff Letter Global Id: T0605999010 Action Type: ENFORCEMENT Date: 07/05/2005 Action: Staff Letter-#1 Global Id: T0605999010 Action Type: ENFORCEMENT Date: 01/26/2005 Action: Staff Letter Global Id: T0605999010 Action Type: ENFORCEMENT Date: 07/05/2005 Action: Staff Letter-#2 TC6651002.2s Page 216 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SUPER STOP (Continued) 0003784454 Global Id: T0605999010 Action Type: ENFORCEMENT Date: 11/23/2004 Action: Staff Letter Global Id: T0605999010 Action Type: ENFORCEMENT Date: 04/26/2004 Action: Staff Letter Global Id: T0605999010 Action Type: ENFORCEMENT Date: 07/26/2004 Action: Staff Letter Global Id: T0605999010 Action Type: ENFORCEMENT Date: 10/28/2010 Action: Petition Submitted for Review Global Id: T0605999010 Action Type: ENFORCEMENT Date: 07/16/2010 Action: File Review-Closure Global Id: T0605999010 Action Type: ENFORCEMENT Date: 08/06/2010 Action: Notification-Preclosure Global Id: T0605999010 Action Type: ENFORCEMENT Date: 07/09/2010 Action: File review Global Id: T0605999010 Action Type: ENFORCEMENT Date: 07/15/2010 Action: File Review-Closure Global Id: T0605999010 Action Type: ENFORCEMENT Date: 10/25/2010 Action: File Review-Closure Global Id: T0605999010 Action Type: ENFORCEMENT Date: 10/22/2010 Action: File Review-Closure LUST: Global Id: T0605999010 Status: Open-Case Begin Date Status Date: 03/10/1999 Global Id: T0605999010 Status: Open-Remediation TC6651002.2s Page 217 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SUPER STOP (Continued) 0003784454 Status Date: 08/22/2002 Global Id: T0605999010 Status: Completed-Case Closed Status Date: 10/28/2010 LUST REG 8: Name: SUPER STOP Address: 395 FIRST ST W City: TU STI N Region: 8 County: Orange Regional Board: Santa Ana Region Facility Status: Remediation Plan Case Number: 083003683T Local Case Num: 99UT022 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: OM How Stopped: Other Means Leak Cause: Unknown Leak Source: Unknown Global ID: T0605999010 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: 3/10/1999 Enforcement Date: Not reported Close Date: Not reported Date Prelim Assessment Workplan Submitted: Not reported Date Pollution Characterization Began: Not reported Date Remediation Plan Submitted: 8/22/2002 Date Remedial Action Underway: Not reported Date Post Remedial Action Monitoring: Not reported Enter Date: Not reported GW Qualifies: ND Soil Qualifies: Not reported Operator: Not reported Facility Contact: Not reported Interim: Not reported Oversite Program: LUST Latitude: 33.745663 Longitude: -117.827464 MTBE Date: 12/2/2004 Max MTBE GW: 0 MTBE Concentration: 0 Max MTBE Soil: Not reported MTBE Fuel: 1 MTBE Tested: MTBE Detected.Site tested for MTBE&MTBE detected MTBE Class: TC6651002.2s Page 218 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SUPER STOP (Continued) 0003784454 Staff: RS Staff Initials: SK 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 CORTESE: Name: SUPER STOP Address: 395 FIRST City,State,Zip: TUSTIN,CA 92780 Region: CORTESE Envirostor Id: Not reported Global ID: T0605999010 Site/Facility Type: LUST CLEANUP SITE Cleanup Status: COMPLETED-CASE CLOSED 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: active Order No: Not reported Waste Discharge System No: Not reported Effective Date: Not reported Region 2: Not reported WID Id: Not reported Solid Waste Id No: Not reported Waste Management Uit Name: Not reported File Name: Active Open CERS: Name: SUPER STOP Address: 395 FIRST City,State,Zip: TUSTIN,CA 92780 Site ID: 213234 CERS ID: T0605999010 CERS Description: Leaking Underground Storage Tank Cleanup Site Affiliation: Affiliation Type Desc: Regional Board Caseworker Entity Name: ROSE SCOTT-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: 9513206375 Affiliation Type Desc: Local Agency Caseworker TC6651002.2s Page 219 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SUPER STOP (Continued) 0003784454 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 Affiliation Phone: 7144336262 N54 L A GLORY 661 INC. LUST 0003778925 SSE 13561 NEWPORT AVE UST N/A 1/4-1/2 TUSTIN,CA 92780 CERS HAZ WASTE 0.359 mi. SWEEPS UST 1894 ft. Site 1 of 2 in cluster N CERS TANKS Relative: Cortese Lower HAZN ET CERS Actual: HWTS 125 ft. ORANGE CO.LUST: Name: TUSTIN AUTO WASH Address: 13561 NEWPORT AVE City,State,Zip: TUSTIN,CA 92780 Region: ORANGE Facility Id: 05UT008 Released Substance: Unleaded gasoline Date Closed: 10/12/2017 Record ID: R00003348 LUST: Name: TUSTIN AUTO WASH Address: 13561 NEWPORT City,State,Zip: TUSTIN,CA 92780 Lead Agency: ORANGE COUNTY LOP Case Type: LUST Cleanup Site Geo Track: http://geotracker.waterboards.ca.gov/profile_report.asp?global_id=T0605984477 Global Id: T0605984477 Latitude: 33.743056 Longitude: -117.817637 Status: Completed-Case Closed Status Date: 10/12/2017 Case Worker: SR RB Case Number: Not reported Local Agency: ORANGE COUNTY LOP File Location: Local Agency Warehouse Local Case Number: 05UT008 Potential Media Affect: Other Groundwater(uses other than drinking water) Potential Contaminants of Concern: Gasoline,MTBE/TBA/Other Fuel Oxygenates Site History: Please refer to recent Site Documents or Monitoring Reports in GeoTracker for site history.Orange County is not responsible for the accuracy of any professional interpretations provided in reports submitted by consultants for the responsible party. LUST: Global Id: T0605984477 Contact Type: Regional Board Caseworker Contact Name: MIGUEL OVIEDO TC6651002.2s Page 220 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number L A GLORY 661 INC. (Continued) 0003778925 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: T0605984477 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 LUST: Global Id: T0605984477 Action Type: ENFORCEMENT Date: 08/26/2016 Action: Staff Letter Global Id: T0605984477 Action Type: ENFORCEMENT Date: 10/28/2010 Action: File review Global Id: T0605984477 Action Type: ENFORCEMENT Date: 06/06/2012 Action: File review Global Id: T0605984477 Action Type: ENFORCEMENT Date: 03/29/2012 Action: Staff Letter Global Id: T0605984477 Action Type: ENFORCEMENT Date: 05/03/2012 Action: File review Global Id: T0605984477 Action Type: ENFORCEMENT Date: 05/09/2013 Action: Staff Letter Global Id: T0605984477 Action Type: ENFORCEMENT Date: 07/12/2012 Action: File review Global Id: T0605984477 Action Type: ENFORCEMENT Date: 08/15/2013 Action: File review Global Id: T0605984477 TC6651002.2s Page 221 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number L A GLORY 661 INC. (Continued) 0003778925 Action Type: ENFORCEMENT Date: 05/17/2012 Action: Staff Letter Global Id: T0605984477 Action Type: ENFORCEMENT Date: 06/04/2013 Action: File review Global Id: T0605984477 Action Type: ENFORCEMENT Date: 06/07/2012 Action: File review Global Id: T0605984477 Action Type: ENFORCEMENT Date: 02/06/2014 Action: File review Global Id: T0605984477 Action Type: ENFORCEMENT Date: 11/24/2014 Action: File review Global Id: T0605984477 Action Type: ENFORCEMENT Date: 06/09/2014 Action: Staff Letter Global Id: T0605984477 Action Type: ENFORCEMENT Date: 09/13/2017 Action: File Review-Closure Global Id: T0605984477 Action Type: ENFORCEMENT Date: 06/08/2015 Action: File review Global Id: T0605984477 Action Type: ENFORCEMENT Date: 06/06/2014 Action: File review Global Id: T0605984477 Action Type: ENFORCEMENT Date: 06/09/2014 Action: File review Global Id: T0605984477 Action Type: ENFORCEMENT Date: 08/13/2015 Action: File review Global Id: T0605984477 Action Type: ENFORCEMENT Date: 07/10/2015 TC6651002.2s Page 222 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number L A GLORY 661 INC. (Continued) 0003778925 Action: Staff Letter Global Id: T0605984477 Action Type: ENFORCEMENT Date: 03/09/2015 Action: File review Global Id: T0605984477 Action Type: ENFORCEMENT Date: 07/20/2015 Action: Meeting Global Id: T0605984477 Action Type: ENFORCEMENT Date: 08/25/2015 Action: File review Global Id: T0605984477 Action Type: ENFORCEMENT Date: 08/14/2015 Action: File review Global Id: T0605984477 Action Type: ENFORCEMENT Date: 01/28/2015 Action: File review Global Id: T0605984477 Action Type: ENFORCEMENT Date: 01/28/2015 Action: Staff Letter Global Id: T0605984477 Action Type: ENFORCEMENT Date: 11/02/2015 Action: Staff Letter Global Id: T0605984477 Action Type: ENFORCEMENT Date: 03/29/2016 Action: Staff Letter Global Id: T0605984477 Action Type: ENFORCEMENT Date: 10/30/2015 Action: File review Global Id: T0605984477 Action Type: ENFORCEMENT Date: 09/24/2015 Action: File review Global Id: T0605984477 Action Type: ENFORCEMENT Date: 05/19/2017 Action: Staff Letter TC6651002.2s Page 223 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number L A GLORY 661 INC. (Continued) 0003778925 Global Id: T0605984477 Action Type: ENFORCEMENT Date: 08/26/2016 Action: Staff Letter Global Id: T0605984477 Action Type: Other Date: 06/27/2005 Action: Leak Discovery Global Id: T0605984477 Action Type: RESPONSE Date: 11/04/2005 Action: Preliminary Site Assessment Workplan Global Id: T0605984477 Action Type: RESPONSE Date: 08/19/2005 Action: Other Report/Document Global Id: T0605984477 Action Type: RESPONSE Date: 10/17/2005 Action: Other Workplan Global Id: T0605984477 Action Type: RESPONSE Date: 12/12/2005 Action: Preliminary Site Assessment Report Global Id: T0605984477 Action Type: RESPONSE Date: 05/05/2006 Action: Soil and Water Investigation Workplan Global Id: T0605984477 Action Type: RESPONSE Date: 12/11/2006 Action: Other Workplan Global Id: T0605984477 Action Type: RESPONSE Date: 02/20/2007 Action: Other Workplan Global Id: T0605984477 Action Type: RESPONSE Date: 07/30/2007 Action: Soil and Water Investigation Report Global Id: T0605984477 Action Type: RESPONSE Date: 02/25/2008 Action: Soil and Water Investigation Report Global Id: T0605984477 Action Type: RESPONSE TC6651002.2s Page 224 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number L A GLORY 661 INC. (Continued) 0003778925 Date: 07/05/2006 Action: Soil and Water Investigation Workplan Global Id: T0605984477 Action Type: RESPONSE Date: 11/24/2006 Action: Soil and Water Investigation Workplan Global Id: T0605984477 Action Type: RESPONSE Date: 12/26/2007 Action: Well Installation Report Global Id: T0605984477 Action Type: RESPONSE Date: 06/30/2008 Action: Soil and Water Investigation Workplan Global Id: T0605984477 Action Type: ENFORCEMENT Date: 07/08/2009 Action: Staff Letter Global Id: T0605984477 Action Type: ENFORCEMENT Date: 07/20/2009 Action: File review Global Id: T0605984477 Action Type: ENFORCEMENT Date: 09/23/2009 Action: Staff Letter Global Id: T0605984477 Action Type: ENFORCEMENT Date: 09/22/2009 Action: File review Global Id: T0605984477 Action Type: ENFORCEMENT Date: 08/26/2016 Action: Notification-Public Notice of Case Closure Global Id: T0605984477 Action Type: REMEDIATION Date: 08/09/2010 Action: In Situ Physical/Chemical Treatment(other than SVE) Global Id: T0605984477 Action Type: REMEDIATION Date: 10/24/2011 Action: In Situ Physical/Chemical Treatment(other than SVE) Global Id: T0605984477 Action Type: ENFORCEMENT Date: 04/04/2007 Action: Staff Letter TC6651002.2s Page 225 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number L A GLORY 661 INC. (Continued) 0003778925 Global Id: T0605984477 Action Type: ENFORCEMENT Date: 05/30/2007 Action: Staff Letter Global Id: T0605984477 Action Type: ENFORCEMENT Date: 10/20/2006 Action: Warning Letter Global Id: T0605984477 Action Type: ENFORCEMENT Date: 01/08/2010 Action: File review Global Id: T0605984477 Action Type: ENFORCEMENT Date: 09/11/2017 Action: File Review-Closure Global Id: T0605984477 Action Type: ENFORCEMENT Date: 10/12/2017 Action: File Review-Closure Global Id: T0605984477 Action Type: ENFORCEMENT Date: 08/15/2017 Action: Staff Letter Global Id: T0605984477 Action Type: ENFORCEMENT Date: 08/01/2017 Action: File Review-Closure Global Id: T0605984477 Action Type: ENFORCEMENT Date: 10/12/2017 Action: Closure/No Further Action Letter Global Id: T0605984477 Action Type: ENFORCEMENT Date: 01/21/2009 Action: File review Global Id: T0605984477 Action Type: ENFORCEMENT Date: 01/22/2016 Action: Email Correspondence Global Id: T0605984477 Action Type: ENFORCEMENT Date: 10/11/2017 Action: File Review-Closure Global Id: T0605984477 Action Type: ENFORCEMENT TC6651002.2s Page 226 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number L A GLORY 661 INC. (Continued) 0003778925 Date: 10/03/2017 Action: File Review-Closure Global Id: T0605984477 Action Type: ENFORCEMENT Date: 10/06/2017 Action: File Review-Closure Global Id: T0605984477 Action Type: ENFORCEMENT Date: 09/20/2017 Action: File Review-Closure Global Id: T0605984477 Action Type: Other Date: 06/28/2005 Action: Leak Reported Global Id: T0605984477 Action Type: ENFORCEMENT Date: 12/22/2009 Action: Staff Letter Global Id: T0605984477 Action Type: ENFORCEMENT Date: 02/22/2010 Action: Staff Letter Global Id: T0605984477 Action Type: ENFORCEMENT Date: 02/10/2010 Action: File review Global Id: T0605984477 Action Type: RESPONSE Date: 09/26/2015 Action: Other Workplan-Regulator Responded Global Id: T0605984477 Action Type: RESPONSE Date: 02/29/2016 Action: Other Workplan-Regulator Responded Global Id: T0605984477 Action Type: ENFORCEMENT Date: 05/27/2016 Action: Staff Letter Global Id: T0605984477 Action Type: RESPONSE Date: 01/09/2016 Action: Remedial Investigation Workplan-Regulator Responded Global Id: T0605984477 Action Type: ENFORCEMENT Date: 11/03/2008 Action: File review TC6651002.2s Page 227 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number L A GLORY 661 INC. (Continued) 0003778925 Global Id: T0605984477 Action Type: ENFORCEMENT Date: 08/26/2016 Action: Notification-Public Participation Document Global Id: T0605984477 Action Type: ENFORCEMENT Date: 08/26/2016 Action: Staff Letter Global Id: T0605984477 Action Type: ENFORCEMENT Date: 11/03/2016 Action: Notification-Preclosure Global Id: T0605984477 Action Type: ENFORCEMENT Date: 09/25/2015 Action: File review Global Id: T0605984477 Action Type: ENFORCEMENT Date: 02/09/2009 Action: File review Global Id: T0605984477 Action Type: RESPONSE Date: 08/21/2017 Action: Request for Closure-Regulator Responded Global Id: T0605984477 Action Type: RESPONSE Date: 05/04/2017 Action: Well Destruction Workplan-Regulator Responded Global Id: T0605984477 Action Type: ENFORCEMENT Date: 05/06/2016 Action: Clean Up Fund-Case Closure Review Summary Report(RSR) Global Id: T0605984477 Action Type: ENFORCEMENT Date: 03/16/2016 Action: File review Global Id: T0605984477 Action Type: ENFORCEMENT Date: 03/02/2009 Action: Staff Letter Global Id: T0605984477 Action Type: ENFORCEMENT Date: 12/15/2008 Action: Site Visit/Inspection/Sampling Global Id: T0605984477 Action Type: ENFORCEMENT TC6651002.2s Page 228 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number L A GLORY 661 INC. (Continued) 0003778925 Date: 02/02/2009 Action: File review Global Id: T0605984477 Action Type: ENFORCEMENT Date: 09/03/2010 Action: Staff Letter Global Id: T0605984477 Action Type: ENFORCEMENT Date: 05/26/2011 Action: File review Global Id: T0605984477 Action Type: ENFORCEMENT Date: 01/10/2011 Action: Staff Letter Global Id: T0605984477 Action Type: ENFORCEMENT Date: 10/02/2015 Action: File review Global Id: T0605984477 Action Type: RESPONSE Date: 10/03/2017 Action: Other Workplan-Regulator Responded Global Id: T0605984477 Action Type: ENFORCEMENT Date: 05/05/2016 Action: Meeting Global Id: T0605984477 Action Type: ENFORCEMENT Date: 05/04/2016 Action: File review Global Id: T0605984477 Action Type: ENFORCEMENT Date: 09/20/2005 Action: Staff Letter Global Id: T0605984477 Action Type: ENFORCEMENT Date: 05/23/2008 Action: Staff Letter Global Id: T0605984477 Action Type: ENFORCEMENT Date: 01/02/2008 Action: Staff Letter Global Id: T0605984477 Action Type: ENFORCEMENT Date: 11/09/2006 Action: Staff Letter TC6651002.2s Page 229 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number L A GLORY 661 INC. (Continued) 0003778925 Global Id: T0605984477 Action Type: ENFORCEMENT Date: 07/29/2005 Action: "Corrective Action Orders-#2 Global Id: T0605984477 Action Type: ENFORCEMENT Date: 07/29/2005 Action: Notice of Responsibility-#1 Global Id: T0605984477 Action Type: ENFORCEMENT Date: 05/30/2006 Action: Warning Letter Global Id: T0605984477 Action Type: ENFORCEMENT Date: 11/21/2007 Action: Warning Letter Global Id: T0605984477 Action Type: ENFORCEMENT Date: 09/15/2005 Action: Staff Letter Global Id: T0605984477 Action Type: ENFORCEMENT Date: 03/30/2006 Action: Staff Letter Global Id: T0605984477 Action Type: ENFORCEMENT Date: 01/16/2007 Action: Staff Letter Global Id: T0605984477 Action Type: ENFORCEMENT Date: 09/22/2008 Action: Staff Letter Global Id: T0605984477 Action Type: ENFORCEMENT Date: 01/11/2011 Action: Staff Letter Global Id: T0605984477 Action Type: ENFORCEMENT Date: 03/04/2011 Action: Staff Letter Global Id: T0605984477 Action Type: ENFORCEMENT Date: 03/22/2011 Action: Staff Letter Global Id: T0605984477 Action Type: ENFORCEMENT TC6651002.2s Page 230 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number L A GLORY 661 INC. (Continued) 0003778925 Date: 03/16/2011 Action: File review Global Id: T0605984477 Action Type: ENFORCEMENT Date: 09/03/2010 Action: File review Global Id: T0605984477 Action Type: ENFORCEMENT Date: 09/28/2010 Action: File review Global Id: T0605984477 Action Type: ENFORCEMENT Date: 11/23/2010 Action: File review Global Id: T0605984477 Action Type: ENFORCEMENT Date: 07/16/2010 Action: Staff Letter Global Id: T0605984477 Action Type: ENFORCEMENT Date: 05/25/2011 Action: File review Global Id: T0605984477 Action Type: ENFORCEMENT Date: 03/07/2011 Action: Site Visit/Inspection/Sampling Global Id: T0605984477 Action Type: ENFORCEMENT Date: 02/09/2011 Action: Staff Letter Global Id: T0605984477 Action Type: ENFORCEMENT Date: 06/02/2011 Action: Staff Letter Global Id: T0605984477 Action Type: ENFORCEMENT Date: 01/11/2012 Action: File review Global Id: T0605984477 Action Type: ENFORCEMENT Date: 10/24/2011 Action: Site Visit/Inspection/Sampling Global Id: T0605984477 Action Type: ENFORCEMENT Date: 01/12/2012 Action: Staff Letter TC6651002.2s Page 231 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number L A GLORY 661 INC. (Continued) 0003778925 Global Id: T0605984477 Action Type: ENFORCEMENT Date: 06/14/2012 Action: Staff Letter Global Id: T0605984477 Action Type: ENFORCEMENT Date: 06/13/2013 Action: File review Global Id: T0605984477 Action Type: ENFORCEMENT Date: 11/07/2012 Action: File review Global Id: T0605984477 Action Type: ENFORCEMENT Date: 07/12/2012 Action: Staff Letter Global Id: T0605984477 Action Type: ENFORCEMENT Date: 10/02/2015 Action: Email Correspondence Global Id: T0605984477 Action Type: ENFORCEMENT Date: 05/23/2013 Action: File review Global Id: T0605984477 Action Type: ENFORCEMENT Date: 07/01/2013 Action: Staff Letter Global Id: T0605984477 Action Type: ENFORCEMENT Date: 06/04/2013 Action: Staff Letter LUST: Global Id: T0605984477 Status: Open-Case Begin Date Status Date: 06/27/2005 Global Id: T0605984477 Status: Open-Site Assessment Status Date: 09/20/2005 Global Id: T0605984477 Status: Open-Assessment&Interim Remedial Action Status Date: 07/16/2010 Global Id: T0605984477 Status: Open-Remediation Status Date: 01/11/2011 TC6651002.2s Page 232 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number L A GLORY 661 INC. (Continued) 0003778925 Global Id: T0605984477 Status: Open-Verification Monitoring Status Date: 11/02/2015 Global Id: T0605984477 Status: Open-Eligible for Closure Status Date: 05/31/2016 Global Id: T0605984477 Status: Completed-Case Closed Status Date: 10/12/2017 LUST REG 8: Name: TUSTIN AUTO WASH Address: 535 MAIN ST E City: TU STI N Region: 8 County: Orange Regional Board: Santa Ana Region Facility Status: Pollution Characterization Case Number: 083003629T Local Case Num: 99UT049 Case Type: Other ground water affected Substance: Gasoline Qty Leaked: 0 Abate Method: Not reported Cross Street: Not reported Enf Type: Not reported Funding: Not reported How Discovered: Tank Closure How Stopped: New Tank Leak Cause: Unknown Leak Source: Unknown Global ID: T0605902351 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: 9/10/1999 Enforcement Date: Not reported Close Date: Not reported Date Prelim Assessment Workplan Submitted: Not reported Date Pollution Characterization Began: 9/10/1999 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 Latitude: 33.74244372 Longitude: -117.818429 MTBE Date: 6/10/2003 TC6651002.2s Page 233 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number L A GLORY 661 INC. (Continued) 0003778925 Max MTBE GW: 106000 MTBE Concentration: 0 Max MTBE Soil: Not reported MTBE Fuel: 1 MTBE Tested: MTBE Detected.Site tested for MTBE&MTBE detected MTBE Class: Staff: RS 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: Name: L A GLORY 661 INC. Address: 13561 NEWPORT AVE City,State,Zip: TUSTIN,CA 92780 Facility ID: FA0057339 Permitting Agency: Orange County Environmental Health CERSID: 10441414 Latitude: 33.74286 Longitude: -117.81788 Name: TUSTIN AUTO WASH&76 GAS Address: 13561 NEWPORT AVE City,State,Zip: TUSTIN,CA 92780 Facility ID: FA0057339 Permitting Agency: Orange County Environmental Health CERSID: Not reported Latitude: 33.74286 Longitude: -117.81788 Name: TUSTIN AUTO WASH&76 GAS STATION Address: 13561 NEWPORT AVENUE City,State,Zip: TUSTIN,CA 92780 Facility ID: 11686 Permitting Agency: ORANGE COUNTY CERSID: Not reported Latitude: 33.743088 Longitude: -117.817694 ORANGE CO.UST: Name: LA GLORY 661 INC Address: 13561 NEWPORT AVE City,State,Zip: TUSTIN,CA 92780 Facility ID: FA0057339 Notes: Not reported CERS HAZ WASTE: Name: L A GLORY 661 INC. Address: 13561 NEWPORT AVE City,State,Zip: TUSTIN,CA 92780 TC6651002.2s Page 234 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number L A GLORY 661 INC. (Continued) 0003778925 Site ID: 372494 CERS ID: 10441414 CERS Description: Hazardous Waste Generator SWEEPS UST: Name: TUSTIN AUTO WASH Address: 535 E MAIN ST City: TUSTIN Status: Active Comp Number: 11686 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: 30-000-011686-000001 Tank Status: A Capacity: 10000 Active Date: Not reported Tank Use: M.V.FUEL STG: P Content: DIESEL Number Of Tanks: 2 Name: TUSTIN AUTO WASH Address: 535 E MAIN ST City: TUSTIN Status: Active Comp Number: 11686 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: 30-000-011686-000002 Tank Status: A Capacity: 10000 Active Date: Not reported Tank Use: M.V.FUEL STG: P Content: REG UNLEADED Number Of Tanks: Not reported CERS TANKS: Name: L A GLORY 661 INC. Address: 13561 NEWPORT AVE City,State,Zip: TUSTIN,CA 92780 Site ID: 372494 CERS ID: 10441414 CERS Description: Underground Storage Tank CORTESE: Name: TUSTIN AUTO WASH Address: 13561 NEWPORT TC6651002.2s Page 235 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number L A GLORY 661 INC. (Continued) 0003778925 City,State,Zip: TUSTIN,CA 92780 Region: CORTESE Envirostor Id: Not reported Global ID: T0605984477 Site/Facility Type: LUST CLEANUP SITE Cleanup Status: COMPLETED-CASE CLOSED 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: active Order No: Not reported Waste Discharge System No: Not reported Effective Date: Not reported Region 2: Not reported WID Id: Not reported Solid Waste Id No: Not reported Waste Management Lit Name: Not reported File Name: Active Open HAZN ET: Name: GOOD LUCK INC DBA TUSTIN AUTO WASH 76 GAS STATION Address: 13561 NEWPORT AVE Address 2: Not reported City,State,Zip: TUSTIN,CA 92780 Contact: NASEER AHAMED Telephone: 3109828988 Mailing Name: Not reported Mailing Address: 13561 NEWPORT AVE Year: 2016 Gepaid: CAL000389827 TSD EPA ID: NED981723513 CA Waste Code: 214-Unspecified solvent mixture Disposal Method: H040-Incineration--Thermal Destruction Other Than Use As A Fuel Tons: 0.1 CERS: Name: TUSTIN AUTO WASH Address: 13561 NEWPORT City,State,Zip: TUSTIN,CA 92780 Site ID: 246693 CERS ID: T0605984477 CERS Description: Leaking Underground Storage Tank Cleanup Site Affiliation: 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 TC6651002.2s Page 236 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number L A GLORY 661 INC. (Continued) 0003778925 Affiliation Zip: Not reported Affiliation Phone: 9517823238 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 Affiliation Phone: 7144336262 Name: L A GLORY 661 INC. Address: 13561 NEWPORT AVE City,State,Zip: TUSTIN, CA 92780 Site ID: 372494 CERS ID: 10441414 CERS Description: Chemical Storage Facilities Violations: Site ID: 372494 Site Name: L A Glory 661 Inc. Violation Date: 08-14-2019 Citation: 23 CCR 16 2715(c)(2)-California Code of Regulations,Title 23, Chapter 16,Section(s)2715(c)(2) Violation Description: Failure to have at least one facility employee present during operating hours that has been trained in the proper operation and maintenance of the UST system by a designated operator(DO). Violation Notes: Returned to compliance on 01/22/2020.The employees listed on the training log for 2019 are no longer with the company.Train all required employees and submit a signature log to this agency. Violation Division: Orange County Environmental Health Violation Program: UST Violation Source: CERS Site ID: 372494 Site Name: L A Glory 661 Inc. Violation Date: 03-17-2016 Citation: HSC 6.7 25286(a)-California Health and Safety Code,Chapter 6.7, Section(s)25286(a) Violation Description: Failure to submit an complete and accurate application for a permit to operate an underground storage tank,or for renewal of the permit. Violation Notes: Returned to compliance on 03/17/2017.Copies of UPC forms from the portal could not be located on site.Maintain a copy of all UPC forms on site including Business Activities,Business Owner/Operator, Facility Information,Tank Information,Owner/Operator Agreement, UST Response Plan, UST Monitoring Plan,and UST Plot Plan. Violation Division: Orange County Environmental Health Violation Program: UST Violation Source: CERS Site ID: 372494 Site Name: L A Glory 661 Inc. Violation Date: 03-11-2015 Citation: Un-Specified Violation Description: UST Program-Administration/Documentation-For use of Local TC6651002.2s Page 237 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number L A GLORY 661 INC. (Continued) 0003778925 Ordinance only Violation Notes: Returned to compliance on 06/02/2015.The monitor certification is past due.The last monitor certification on file is dated 3/10/14.The monitor must be certified within 365 days.Have the monitor certified by a certified technician and submit the results to this agency. Violation Division: Orange County Environmental Health Violation Program: UST Violation Source: CERS Site ID: 372494 Site Name: L A Glory 661 Inc. Violation Date: 03-17-2016 Citation: HSC 6.75 25299.30-25299.34-California Health and Safety Code, Chapter 6.75,Section(s)25299.30-25299.34 Violation Description: Failure to submit and maintain complete and current Certification of Financial Responsibility or other mechanism of financial assurance. Violation Notes: Returned to compliance on 03/17/2017.The Certificate of Financial Responsibility form on site is dated 5/1/14 and expired 5/1/15.Submit a current copy of the financial certification on the portal and maintain a copy on site. Violation Division: Orange County Environmental Health Violation Program: UST Violation Source: CERS Site ID: 372494 Site Name: L A Glory 661 Inc. Violation Date: 08-14-2019 Citation: 23 CCR 16 2712(i),2632(d)(2),2634(e),2641(h)-California Code of Regulations,Title 23,Chapter 16,Section(s)2712(i),2632(d)(2), 2634(e),2641(h) Violation Description: Failure to submit a current UST Response Plan available on site. Violation Notes: Returned to compliance on 08/27/2019.Submit a Response Plan with current information on the CERS portal and resubmit. Violation Division: Orange County Environmental Health Violation Program: UST Violation Source: CERS Site ID: 372494 Site Name: L A Glory 661 Inc. Violation Date: 03-31-2015 Citation: 23 CCR 16 2715-California Code of Regulations,Title 23,Chapter 16, Section(s)2715 Violation Description: Failure to comply with one or more of the designated operator monthly inspection requirements:failed to inspect the monthly alarm history report;attach a copy of the alarm history;failed to inspect for the presence of liquid or debris in the spill container/spill bucket and under dispenser containment;failed to inspect the under dispenser containment to ensure that monitoring equipment is placed in the proper position;failure to inspect for liquid or debris in the containment sump where an alarm occurred or for which there is no record of a service visit;or failure to check that all testing and maintenance has been completed and documented. Violation Notes: Returned to compliance on 06/02/2015.The following liquid sensor alarms occurred but were not recorded on the designated operator monthly inspection reports: 1)1/7/15:L8 2)1/11/15:L8 To correct this violation have the designated operator document the corrective actions taken for the alarms on the above dates.The designated TC6651002.2s Page 238 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number L A GLORY 661 INC. (Continued) 0003778925 operator is responsible for alerting the owner/operator of the tanks of any condition discovered during the monthly inspections that requires follow-up. Violation Division: Orange County Environmental Health Violation Program: UST Violation Source: CERS Site ID: 372494 Site Name: L A Glory 661 Inc. Violation Date: 08-14-2019 Citation: HSC 6.75 25299.30-25299.34-California Health and Safety Code, Chapter 6.75,Section(s)25299.30-25299.34 Violation Description: Failure to submit and maintain complete and current Certification of Financial Responsibility or other mechanism of financial assurance. Violation Notes: Returned to compliance on 08/27/2019.Submit a Financial Responsibility form with current information on the CERS portal and resubmit. Violation Division: Orange County Environmental Health Violation Program: UST Violation Source: CERS Site ID: 372494 Site Name: L A Glory 661 Inc. Violation Date: 03-17-2017 Citation: HSC 6.7 25294-California Health and Safety Code,Chapter 6.7, Section(s)25294 Violation Description: Failure to record any unauthorized release from the primary containment. Violation Notes: Returned to compliance on 03/17/2017.A priority alarm occurred on 3/1/17 and was logged on the alarm log and DO report however no corrective action was noted and no work order was available.Spoke with the manager who confirmed that the alarm was due to rain water intrusion and he removed the water but forgot to note it on the alarm log.Violation abated. Violation Division: Orange County Environmental Health Violation Program: UST Violation Source: CERS Site ID: 372494 Site Name: L A Glory 661 Inc. Violation Date: 08-14-2019 Citation: HSC 6.7 25284(a)(3)(A)&(B)-California Health and Safety Code, Chapter 6.7,Section(s)25284(a)(3)(A)&(B) Violation Description: Failure to implement or maintain a written agreement between the UST owner and operator. Violation Notes: Returned to compliance on 08/27/2019.The tank owner and operator are different therefore a written agreement is required.Make the correction on the CERS portal and resubmit. Violation Division: Orange County Environmental Health Violation Program: UST Violation Source: CERS Site ID: 372494 Site Name: L A Glory 661 Inc. Violation Date: 06-17-2015 Citation: Un-Specified Violation Description: UST Program-Administration/Documentation-For use of Local TC6651002.2s Page 239 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number L A GLORY 661 INC. (Continued) 0003778925 Ordinance only Violation Notes: Returned to compliance on 07/17/2015.The 87 spill bucket failed testing. Have the bucket replaced and retested and submit the work order and results to this agency.Correct the violation within 30 days. Violation Division: Orange County Environmental Health Violation Program: UST Violation Source: CERS Site ID: 372494 Site Name: L A Glory 661 Inc. Violation Date: 03-10-2020 Citation: HSC 6.7 25284-California Health and Safety Code,Chapter 6.7, Section(s)25284 Violation Description: Failure to obtain a valid permit to operate from the UPA including but not limited to unpaid permit fees. Violation Notes: Returned to compliance on 03/16/2020.This facility is currently operating without an underground storage tank permit.The permit will not be issued until the outstanding violation has been corrected. Violation Division: Orange County Environmental Health Violation Program: UST Violation Source: CERS Site ID: 372494 Site Name: L A Glory 661 Inc. Violation Date: 03-14-2018 Citation: 23 CCR 16 2636(f)(2)-California Code of Regulations,Title 23, Chapter 16,Section(s)2636(f)(2) Violation Description: Failure of the functional line leak detector(LLD)monitoring pressurized piping to meet one or more of the following requirements: Monitored at least hourly with the capability of detecting a release of 3.0 gallons per hour leak at 10 p.s.i.g.and restrict or shut off the flow of product through the piping when a leak is detected. Violation Notes: Returned to compliance on 02/07/2019.The 87 tank leak detector failed testing and was not replaced today. Have the leak detector replaced and tested and submit the results to this agency. Violation Division: Orange County Environmental Health Violation Program: UST Violation Source: CERS Site ID: 372494 Site Name: L A Glory 661 Inc. Violation Date: 08-14-2019 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 03/04/2020.Provide Hazardous Materials Business Emergency Plan training to current employees and submit a signature log to this agency. Violation Division: Orange County Environmental Health Violation Program: HMRRP Violation Source: CERS Site ID: 372494 TC6651002.2s Page 240 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number L A GLORY 661 INC. (Continued) 0003778925 Site Name: L A Glory 661 Inc. Violation Date: 08-14-2019 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 08/27/2019.Complete a Business Emergency/Contingency Plan on the CERS portal at hftps://cers.calepa.ca.gov/ Violation Division: Orange County Environmental Health Violation Program: HMRRP Violation Source: CERS Site ID: 372494 Site Name: L A Glory 661 Inc. Violation Date: 03-31-2015 Citation: HSC 6.7 29295-California Health and Safety Code,Chapter 6.7, Section(s)29295 Violation Description: Failure to record and/or report suspected or actual unauthorized release in appropriate time frame. Violation Notes: Returned to compliance on 05/05/2015.The following liquid sensor alarms occurred but were not recorded on the alarms log: 1)12/4/14: L2,L5,L8 2)12/8/14:L8 3)12/12/14:L8 4)1/7/15:L8 5)1/11/15:L8 L2 sensor:87 fill sump L5 sensor:89 fill sump L8 sensor:91 fill sump All liquid alarms must be recorded on the alarm log including the date,time,description of alarm,and corrective action taken to abate the alarm.To correct this violation have all employees trained immediately who are responsible for responding to alarms on the Veeder Root monitor.Submit a copy of the training signature log to this agency. Violation Division: Orange County Environmental Health Violation Program: UST Violation Source: CERS Site ID: 372494 Site Name: L A Glory 661 Inc. Violation Date: 08-14-2019 Citation: 23 CCR 16 2715(a)(2)-California Code of Regulations,Title 23, Chapter 16,Section(s)2715(a)(2) Violation Description: Failure to submit the G Underground Storage Tank Statement of Understanding and Compliance Form.G Violation Notes: Returned to compliance on 03/16/2020.The business name and tank operator listed in this statement is not consistent with the information provided in the Facility Operator Permit Application.Make the correction on the CERS portal and resubmit at hftps://cers.calepa.ca.gov/ Violation Division: Orange County Environmental Health Violation Program: UST Violation Source: CERS Evaluation: Eval General Type: Compliance Evaluation Inspection Eval Date: 03-13-2018 Violations Found: Yes Eval Type: Routine done by local agency Eval Notes: On site for a routine inspection and monitor certification.This site TC6651002.2s Page 241 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number L A GLORY 661 INC. (Continued) 0003778925 has 3 double walled tanks with double walled piping and 4 dispensers. All turbine sump sensors,fill sump sensors,and tank annular sensors alarm and shut down turbines. UDC sensors are Beaudreau and shut down the dispensers only.The Veeder Root monitor was tested for sensor-out and fail-safe.Overfill alarms were tested for 90 percent overfill. Spill buckets were visually tested and passed.Mechanical line leak detectors were tested.Financial responsibility is dated 1/15/18. SB989 testing is dated 1/31/17.Testing conducted by Dave Simon of Shan-Cor Testing.Technician certifications are current. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 03-13-2019 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine inspection and monitor certification.This site has 3 double walled gasoline tanks(87,89,91)with double walled piping and 4 dispensers.All turbine sump sensors,fill sump sensors, and annular sensors alarm and shut down turbines.The Veeder Root was tested for sensor-out and fail-safe.The dispensers use Beaudreau stand-alone sensors and were tested operational to shut down dispensers.Spill buckets were visually tested and passed.Mechanical line leak detectors were tested and passed.Overfill alarms were tested for 90 percent overfill and passed.Technician on site is Dave Simon from SharCor Testing Co.All technician certifications are current.SB989 testing dated 1/31/17.Certification of Financial Responsibility dated 1/15/19. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 03-14-2017 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Monitor cert notification for 3-17-17 Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 03-17-2016 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous materials inspection.Observed the hazardous materials storage areas.The following hazardous materials that meet or exceed thresholds were observed today:-Three 12,000 gallon unleaded fuel tanks-Three 55 gallon drums of All Purpose Vehicle Shampoo-One 55 gallon drum of All Purpose Degreaser Concentrate-One 55 gallon drum of Tire Dressing Annual employee hazardous materials training records are dated 4/30/15. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS TC6651002.2s Page 242 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number L A GLORY 661 INC. (Continued) 0003778925 Eval General Type: Compliance Evaluation Inspection Eval Date: 03-17-2016 Violations Found: Yes Eval Type: Routine done by local agency Eval Notes: On site for a monitor certification and routine inspection.This site has 3 double walled fuel tanks with double walled piping and 4 dispensers.All turbine sump sensors,fill sump sensors,and annular sensors alarm and shut down turbines.The dispensers use stand-alone sensors that shut down the dispensers only.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. Overfill alarms were tested and passed.All technician certifications verified today.The following documents were available for review:- Owner statements of designated UST operator-expiration dated 11/25/17-DO monthly inspection reports with alarm history-Employee training records dated 1/19/16-Monitor certification dated 3/23/15- SB989 test results dated 1/30/14-Spill buckets tests dated 3/23/15- Service tickets,work orders Correct all violations immediately.. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 03-17-2017 Violations Found: Yes Eval Type: Routine done by local agency Eval Notes: On site for a monitor certification and routine inspection.This site has 3 double walled fuel tanks with double walled piping and 4 dispensers.All turbine sump sensors,fill sump sensors,and annular sensors alarms and shut down turbines.Stand-alone sensors are used in the dispenser pans that shut down the dispensers only.The Veeder Root was tested for sensor-out and fail-safe.Spill buckets were tested and passed.Mechanical line leak detectors were in the process of being tested.Overfill alarms were tested for 90 percent overfill.The following documents are available for review:-Permit to operate- AII UPC forms-Certificate of financial responsibility and CFO letter dated 1/18/17-UST response plan-UST monitoring plan-UST plot plan-Designated operator statement-expiration dated 11/25/17-DO monthly inspection reports with alarm history-Employee training records for 2017-Alarm logs-Monitor certification dated 3/17/16- SB989 test[Truncated] Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 03-31-2015 Violations Found: Yes Eval Type: Routine done by local agency Eval Notes: On site for a routine underground tank inspection.The following documents are on site for review:-Certification of financial responsibility and CFO letter dated 5/1/14-Owner statements of designated UST operator-expiration dated 3/5/17-DO monthly inspections with alarm history-Employee training records dated 4/29/14-Monitor certification dated 3/10/14-SB989 test dated 1/30/14-Spill bucket test dated 3/10/14-Service tickets,work orders Correct the violations within 30 days. . TC6651002.2s Page 243 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number L A GLORY 661 INC. (Continued) 0003778925 Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 04-05-2019 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous materials inspection.An inspection of the facility was completed with Naseer Ahamed.Observed the hazardous materials storage areas.The following reportable hazardous materials were observed today:-110 gallons de-greaser-55 gallons Armour All -36,000 gallons unleaded fuel in underground tanks Employee annual hazardous materials training is current.The Business Emergency Plan is available on site. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 04-22-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Draft inspection report,review portal for site info,submit report. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 05-05-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Review record for outstanding violations and advise operator via email. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 05-05-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: This agency received and reviewed the employee UST training record by the designated operator dated 4/30/15.Violation 1219 abated. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 01-15-2020 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Not reported Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS TC6651002.2s Page 244 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number L A GLORY 661 INC. (Continued) 0003778925 Eval General Type: Other/Unknown Eval Date: 01-22-2020 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: On site for a follow-up inspection.Reviewed 2019 employee training records for current employees.Violation 1651 corrected.Outstanding violation: 1007-The business name listed in the UST Statement of Understanding and Compliance Form on the CERS portal is not consistent with the business name provided in the UST Facility Operating Permit Application.Make the correction on the CERS portal at hftps://cers.calepa.ca.gov.Correct the violation within 30 days. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 01-27-2017 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: 02-07-2019 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: This agency received and reviewed the revised monitor certification dated 3/13/18 indicating the replacement and retest of the 87 leak detector.The leak detector passed testing.Violation 1198 corrected. No outstanding violations. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 02-08-2019 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Violations cleared per inspector.CLOSE NOV Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 03-04-2020 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a monitor certification and routine inspection.This site has 3 double walled unleaded fuel tanks with double walled piping and 4 dispensers.All turbine sump sensors,fill sump sensors and annular sensors alarm and shut down turbines.The Veeder Root was tested for sensor-out and fail-safe.The dispenser UDC use Beaudreau stand alone sensors that were tested for dispenser shut down.Spill buckets were tested and passed.Mechanical line leak detectors were tested and passed.Chris Scharnus from Shan Cor Testing was on site.Verified TC6651002.2s Page 245 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number L A GLORY 661 INC. (Continued) 0003778925 certifications including Veeder Root, ICC,and VMI.Certification of Financial Responsibility dated 7/23/19.Secondary containment testing dated 1/15/20.Overfill prevention equipment testing dated 1/29/19. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 03-04-2020 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: On site for a hazardous materials follow-up inspection to an outstanding violation 1239.Verified employees have received current training from the training log.Violation 1239 corrected.No outstanding hazardous materials violations. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 03-06-2015 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: 03-06-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Review for upcoming inspection. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 03-08-2016 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: 03-09-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Received notification on 3/8/15 that monitor certification scheduled for today is canceled.Notified area inspector. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown TC6651002.2s Page 246 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number L A GLORY 661 INC. (Continued) 0003778925 Eval Date: 03-10-2020 Violations Found: Yes Eval Type: Other,not routine,done by local agency Eval Notes: Outstanding violation: 1007-The business name listed in the UST Statement of Understanding and Compliance Form on the CERS portal is not consistent with the business name provided in the UST Facility Operating Permit Application.Make the correction on the CERS portal at https://cers.calepa.ca.gov.Correct the violation immediately to avoid further enforcement action by this agency. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 03-11-2015 Violations Found: Yes Eval Type: Other,not 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: 05-18-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Review violation status for warning letter.Violations remain outstanding. Eval Division: Orange County Environmental Health Eval Program: UST 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 Nasser by phone with questions on creating account on CERS. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 05-22-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Change UST status to not get a permit,per Nofal. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 06-01-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Received email from operator Nasseer stating that they have submitted in CERS and E-submit. Reviewed both to confirm.Advised Nasseer to continue with CERS in the future. TC6651002.2s Page 247 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number L A GLORY 661 INC. (Continued) 0003778925 Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 06-02-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Change UST status to receive a permit,per Nofal. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 06-02-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Received the following email from DO and discussed with supervisor: Inspector Nofal RE:Good Luck car wash inc violation 1106 The UST alarms on the 91 fill sump have been inspected,all conditions are correct,clear of liquid and sensor is correct.Alarms involved are from January 7th&11th 2015.This was before I took over the site, but within 30 days.I have documented these alarms in the O&M manual on site. I want to add that in April and May I was sick and was admitted into the hospital in early May 2015 for 4 days.I was not feeling well in April and most of May,doctor instructions were for me to rest.I was feeling very sick in May and this is the reason I did not respond sooner in May.I went on the 9th of May to perform the D.O.at Good Luck Car wash,but could not sleep and was sick day and night. I have full hospital discharge records.Water and rest was my doctor orders for full recovery from Rabdomialisis,plus follow up with my[Truncated] Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 06-04-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: This agency received and reviewed the DO monthly inspection report for May 2015.The report indicates that the 91 fill sump was inspected (L-8 sensor)and found to be clear of liquid.Violation 1106 abated. No outstanding violations.This facility has been approved to receive a permit to operate the underground storage tanks. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 06-17-2015 Violations Found: Yes Eval Type: Other,not routine,done by local agency Eval Notes: This agency received and reviewed the monitor certification and spill bucket test results dated 3/23/15.. Eval Division: Orange County Environmental Health Eval Program: UST TC6651002.2s Page 248 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number L A GLORY 661 INC. (Continued) 0003778925 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: 06-27-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed HMBEP submittal on CERS.Package was declined and an email sent to the facility contact.The following corrections are needed: BUSINESS OWNER/OPERATOR Our records indicate that Good Luck Carwash Inc is the owner of this facility.You have listed an individual who may be the president of the corporation.If this is the case,please change the owner to be the corporation and not the president of the corporation.CHEMICAL INVENTORY Car Wash Soap,Purple Wax,Blue Wax, Red Carwash Soap,G this is not a pure material,change to Mixture and complete the Hazardous Components chart with CAS#for components that are listed//complete Fire Code Hazard Class//mark all federal hazard categories that apply//storage pressure and temperature=ambient Hazardous Waste(liqud)G complete Components chart by identifying all components at or above 1%along with their CAS#s and%WT Hazardous Waste(solid)G this material does not meet the minimum reporting threshold of 500[Truncated] Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 06-27-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed UST package on CERS.Package was declined and an email sent to the facility contact.The following corrections are needed: Facility Form-Our records indicate that Good Luck Carwash Inc is the Tank Owner and Tank Operator.You have listed an individual who may be the president of the corporation. If this is the case,please change the owner to be the corporation and not the president of the corporation.TANK PAGES-all tanks,date of installation is 6/2001//Riser Pipe Secondary Containment=Fiberglass MONITORING PLANS -all tanks-Leak Alarm Triggers Automatic Pump Shutdown=Yes-89&91 product monitoring plan G leak detector model=STP MLD MONITORIN SITE PLAN-add piping runs and change leak detector information for 89&91 fuel grades Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 07-10-2015 TC6651002.2s Page 249 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number L A GLORY 661 INC. (Continued) 0003778925 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Review site status for outstanding violations for permit. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 08-14-2019 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: This business has changed ownership.Submit RUR to status 02. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 08-14-2019 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: This business has changed ownership.Submit RUR to status 02. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 08-14-2019 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 Aris Chavez.The following reportable hazardous materials were observed today:-110 gallons degreaser-55 gallons Armour All- 36,000 gallons unleaded fuel in underground tanks Correct all violations within 30 days. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 08-14-2019 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 Aris Chavez.Verified monthly designated operator reports are current with alarm history.Verified the following test dates:- Monitor certification 3/13/19-Spill bucket tests 3/13/19-Overfill equipment inspection 1/24/19-Secondary containment test 1/31/17 Correct all violations within 30 days.A tank permit will not be issued until all violations are corrected. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 08-23-2018 Violations Found: No Eval Type: Other,not routine,done by local agency TC6651002.2s Page 250 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number L A GLORY 661 INC. (Continued) 0003778925 Eval Notes: The following violation is outstanding:1198-The 87 tank leak detector failed testing during the monitor certification on 3/13/18. This agency has not received documentation to indicate that the leak detector has been replaced and retested.Correct the violation within 15 days. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 09-26-2019 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: The following violations have been corrected:-1583-1673-1272 The following violations remain outstanding:-1651 -1007 See attached original inspection report for details on outstanding violations. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 09-26-2019 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Violation 1292 has been corrected.Violation 1239 remains outstanding. See attached original inspection report for detail on outstanding violation. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 10-10-2019 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: The owner needs to log into the CERS portal and complete a Facility Transfer Request due to the change of ownership.The website is https://cers.calepa.ca.gov/ Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 10-25-2018 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: On site for a follow-up inspection.Spoke with manager Naseer Ahamed. Discussed outstanding violation 1198.Naseer thought that the violation had been corrected and stated that he will contact Shan-Cor Testing to inquire about the leak detector status and will advise EH as soon as possible. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 12-08-2015 TC6651002.2s Page 251 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number L A GLORY 661 INC. (Continued) 0003778925 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:"The material you have listed in the chemical inventory does not need to be disclosed as its maximum daily amount is below the disclosure thresholds(55 gallons for liquids,200 cubic feet for gases,500 pounds for solids). However,it appears that you also have underground storage tanks that may store this material and possibly diesel fuel as well.Both gasoline and diesel that are stored in underground storage tanks are disclosable.The largest container amount would be the capacity of the tank and the maximum daily amount must be greater than or equal to the largest container.Please indicate that your material generates hazardous waste and stores hazardous materials on the business activities page.Provide a mailing address for the business owner.Complete the emergency plan section. Label the following on the site map:-North orientation-Evacuation staging area-Emergency[Truncated] Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 12-19-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed facility's Designated Operator form on E-submit.Form was accepted. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Enforcement Action: Site ID: 372494 Site Name: L A Glory 661 Inc. Site Address: 13561 NEWPORT AVE Site City: TUSTIN Site Zip: 92780 Enf Action Date: 11-16-2018 Enf Action Type: Notice of Violation(Unified Program) Enf Action Description: Notice of Violation Issued by the Inspector at the Time of Inspection Enf Action Notes: Not reported Enf Action Division: Orange County Environmental Health Enf Action Program: UNSPEC Enf Action Source: CERS Coordinates: Site ID: 372494 Facility Name: L A Glory 661 Inc. Env Int Type Code: HWG Program ID: 10441414 Coord Name: Not reported Ref Point Type Desc: Center of a facility or station. Latitude: 33.742860 Longitude: -117.817880 TC6651002.2s Page 252 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number L A GLORY 661 INC. (Continued) 0003778925 Affiliation: Affiliation Type Desc: UST Permit Applicant Entity Name: Husein Ahamed Entity Title: Owner/Operator Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: (714)730-7934 Affiliation Type Desc: UST Property Owner Name Entity Name: ZHENGXIAN SONG Entity Title: Not reported Affiliation Address: 13561 Newport Ave. Affiliation City: Tustin Affiliation State: CA Affiliation Country: United States Affiliation Zip: 92780 Affiliation Phone: (714)730-7934 Affiliation Type Desc: UST Tank Operator Entity Name: 13561 Divine Power Ilc Entity Title: Not reported Affiliation Address: 13561 Newport Ave. Affiliation City: Tustin Affiliation State: CA Affiliation Country: United States Affiliation Zip: 92780 Affiliation Phone: (714)730-7934 Affiliation Type Desc: Facility Mailing Address Entity Name: Mailing Address Entity Title: Not reported Affiliation Address: 13561 Newport Ave Affiliation City: Tustin Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92780 Affiliation Phone: Not reported Affiliation Type Desc: Identification Signer Entity Name: Sabrina Xing Entity Title: owner/operator 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 Tank Owner Entity Name: ZHENGXIAN SONG Entity Title: Not reported Affiliation Address: 13561 Newport Ave. Affiliation City: Tustin Affiliation State: CA TC6651002.2s Page 253 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number L A GLORY 661 INC. (Continued) 0003778925 Affiliation Country: United States Affiliation Zip: 92780 Affiliation Phone: (714)730-7934 Affiliation Type Desc: Document Preparer Entity Name: TONY MANSOUR 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: Tony Mansour,TM Environmental Entity Title: Not reported Affiliation Address: 13561 Newport 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: L A GLORY 661 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)433-6406 Affiliation Type Desc: Legal Owner Entity Name: L A Glory 661 Inc. Entity Title: Not reported Affiliation Address: 13561 Newport Ave Affiliation City: Tustin Affiliation State: CA Affiliation Country: United States Affiliation Zip: 92780 Affiliation Phone: (714)730-7934 Affiliation Type Desc: Operator Entity Name: 13561 Divine Power Ilc Entity Title: Not reported TC6651002.2s Page 254 DRAFT Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number L A GLORY 661 INC. (Continued) 0003778925 Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: (251)216-6666 Affiliation Type Desc: Property Owner Entity Name: ZHENGXIAN SONG Entity Title: Not reported Affiliation Address: 13561 Newport Ave Affiliation City: Tustin Affiliation State: CA Affiliation Country: United States Affiliation Zip: 92780 Affiliation Phone: (714)730-7934 H WTS: Name: GOOD LUCK INC DBA TUSTIN AUTO WASH 76 GAS STATION Address: 13561 NEWPORT AVE Address 2: Not reported City,State,Zip: TUSTIN,CA 92780 EPA ID: CAL000389827 Inactive Date: 06/30/2020 Create Date: 10/01/2013 Last Act Date: 01/04/2021 Mailing Name: Not reported Mailing Address: 13561 NEWPORT AVE Mailing Address 2: Not reported Mailing City,State,Zip: TUSTIN,CA 927800000 Owner Name: HUSEIN AHAMED Owner Address: 13561 NEWPORT AVE Owner Address 2: Not reported Owner City,State,Zip: TUSTIN,CA 927800000 Contact Name: NASEER AHAMED Contact Address: 13561 NEWPORT AVE Contact Address 2: Not reported City,State,Zip: TUSTIN,CA 92780 NAICS: EPA ID: CAL000389827 Create Date: 2013-10-01 08:57:44.250 NAICS Code: 44719 NAICS Description: Other Gasoline Stations Issued EPA ID Date: 2013-10-01 08:57:44.22700 Inactive Date: 2020-06-30 00:00:00 Facility Name: GOOD LUCK INC DBA TUSTIN AUTO WASH 76 GAS STATION Facility Address: 13561 NEWPORT AVE Facility Address 2: Not reported Facility City: TUSTIN Facility County: Not reported Facility State: CA Facility Zip: 92780 TC6651002.2s Page 255 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number M55 SUPER STOP LUST S106203465 WSW 395 W FIRST ST WDS N/A 1/4-1/2 TUSTIN,CA 92780 0.361 mi. 1907 ft. Site 2 of 2 in cluster M Relative: ORANGE CO.LUST: Higher Name: SUPER STOP Actual: Address: 395 W FIRST ST 142 ft. City,State,Zip: TUSTIN,CA 92780 Region: ORANGE Facility Id: 99UT022 Released Substance: Gasoline-Automotive(motor gasoline and additives),leaded&unleaded Date Closed: 10/28/2010 Record ID: RO0001578 WDS: Name: GW CLEANUP-TUSTIN FIRST Address: 395 W FIRST ST City: TUSTIN Facility ID: Santa Ana River 303450001 Facility Type: Industrial-Facility that treats and/or disposes of liquid or semisolid wastes from any servicing,producing,manufacturing or processing operation of whatever nature,including mining,gravel washing,geothermal operations,air conditioning,ship building and repairing,oil production,storage and disposal operations,water pumping. Facility Status: Active-Any facility with a continuous or seasonal discharge that is under Waste Discharge Requirements. NPDES Number: CAG918001 The 1st 2 characters designate the state.The remaining 7 are assigned by the Regional Board Subregion: 8 Facility Telephone: 7145444000 Facility Contact: KENNETH A.DART Agency Name: GREENWOOD CARL Agency Address: PO BOX 1996 Agency City,St,Zip: TUSTIN 927817996 Agency Contact: KENNETH A. DART Agency Telephone: 7145444000 Agency Type: Private SIC Code: 5541 SIC Code 2: Not reported Primary Waste Type: Hazardous/Influent or Solid Wastes that contain toxic,corrosive, ignitable or reactive substances and must be managed according to applicable DOHS standards. Primary Waste: CNWTRS Waste Type2: Not reported Waste2: Contaminated Ground Water Primary Waste Type: Hazardous/Influent or Solid Wastes that contain toxic,corrosive, ignitable or reactive substances and must be managed according to applicable DOHS standards. Secondary Waste: Not reported Secondary Waste Type:Not reported Design Flow: 0 Baseline Flow: 0 Reclamation: No reclamation requirements associated with this facility. POTW: The facility is not a POTW. 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 TC6651002.2s Page 256 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number SUPER STOP (Continued) S106203465 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. L56 UNOCAL#5386 CA FID UST 0002096418 ESE 13348 NEWPORT AVE HIST CORTESE N/A 1/4-1/2 TUSTIN,CA 92680 CERS 0.369 mi. 1950 ft. Site 4 of 5 in cluster L Relative: CA FID UST: Lower Facility ID: 30001140 Actual: Regulated By: UTNKA 127 ft. Regulated ID: Not reported Cortese Code: Not reported SIC Code: Not reported Facility Phone: 7145440780 Mail To: Not reported Mailing Address: 911 WILSHIRE BLVD STE 10 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 HIST CORTESE: edr_fname: UNOCAL#5386 edr_fadd1: 13348 City,State,Zip: TUSTIN,CA 92680 Region: CORTESE Facility County Code: 30 Reg By: LTNKA Reg Id: 083001807T CERS: Name: CHIPOTLE MEXICAN GRILL#472 Address: 13348 NEWPORT AVE City,State,Zip: TUSTIN,CA 92780 Site ID: 18807 CERS ID: 10506481 CERS Description: Chemical Storage Facilities Violations: Site ID: 18807 Site Name: Chipotle Mexican Grill#472 Violation Date: 01-25-2018 Citation: HSC 6.95 25505(a)(4)-California Health and Safety Code, Chapter 6.95,Section(s)25505(a)(4) TC6651002.2s Page 257 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number UNOCAL#5386 (Continued) 0002096418 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 08/13/2018.Annual employee training records were not available for review.Submit to this agency records of annual employee training on hazardous materials. Violation Division: Orange County Environmental Health Violation Program: HMRRP Violation Source: CERS Evaluation: Eval General Type: Compliance Evaluation Inspection Eval Date: 01-24-2018 Violations Found: Yes 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: 01-28-2017 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed HMBEP submittal.Facility has complied with 2017 HMBEP reporting requirement.Facility has disclosed 1 chemical.All documents were accepted. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 02-28-2018 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Facility is in compliance with the 2018 reporting requirement. Reviewed and accepted HMBEP submittal. Facility has disclosed 1 chemical. 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:Accepted.Minor correction:Storage Temp 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. TC6651002.2s Page 258 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number UNOCAL#5386 (Continued) 0002096418 Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 07-19-2018 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: 07-31-2018 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Elevate violation to class 2.Change comply by date to 8/31/18. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 07-31-2018 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: The following violation remains outstanding: 1239-Annual hazardous materials/business emergency plan training records have not been provided to this agency.Submit records to this agency to confirm employees have received annual training.Correct violation by 8/31/18. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 08-13-2018 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: This agency received the employee signature log for Emergency Response/Carbon Dioxide training dated 8/6/18 and 8/7/18.Violation 1239 abated.No outstanding violations. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 12-14-2020 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a routine hazardous materials inspection.An inspection of the facility was completed with Jose Lorenzo Hernandez.Observed the hazardous materials storage area.The following reportable hazardous materials were observed today:-450 pound dewar of CO2 Emergency response and contact information is available for review.Safety training records for 2019 available for review.CO2 training for 2020 to be completed by year end and records submitted to this agency per Jose. TC6651002.2s Page 259 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number UNOCAL#5386 (Continued) 0002096418 Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 12-30-2020 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Received copy of the employee signature log for the annual CO2 training dated December 2020. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Coordinates: Site ID: 18807 Facility Name: Chipotle Mexican Grill#472 Env Int Type Code: HMBP Program ID: 10506481 Coord Name: Not reported Ref Point Type Desc: Center of a facility or station. Latitude: 33.745030 Longitude: -117.814600 Affiliation: Affiliation Type Desc: Document Preparer Entity Name: David Coletti 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: Chipotle Mexican Grill, Inc. Entity Title: Not reported Affiliation Address: PO BOX 182566 Affiliation City: Columbus Affiliation State: OH Affiliation Country: United States Affiliation Zip: 43218 Affiliation Phone: (303)595-4000 Affiliation Type Desc: Operator Entity Name: Chipotle Mexican Grill#472 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)665-6730 Affiliation Type Desc: Property Owner TC6651002.2s Page 260 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number UNOCAL#5386 (Continued) 0002096418 Entity Name: JCM Tom Company,LLC Entity Title: Not reported Affiliation Address: 1524 Dorcas Street Affiliation City: San Diego Affiliation State: CA Affiliation Country: United States Affiliation Zip: 92110 Affiliation Phone: (619)275-4685 Affiliation Type Desc: Environmental Contact Entity Name: Tim Luskin Entity Title: Not reported Affiliation Address: PO BOX 182566 Affiliation City: Columbus Affiliation State: OH Affiliation Country: Not reported Affiliation Zip: 43218 Affiliation Phone: Not reported Affiliation Type Desc: Facility Mailing Address Entity Name: Mailing Address Entity Title: Not reported Affiliation Address: PO BOX 182566 Affiliation City: COLUMBUS Affiliation State: OH Affiliation Country: Not reported Affiliation Zip: 43218 Affiliation Phone: Not reported Affiliation Type Desc: Identification Signer Entity Name: David Coletti Entity Title: Licensing Coordinator 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: Chipotle Mexican Grill 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 TC6651002.2s Page 261 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number UNOCAL#5386 (Continued) 0002096418 Affiliation Phone: (714)433-6406 L57 UNOCAL LUST S105774197 ESE 13348 NEWPORT AVE N/A 1/4-1/2 TUSTIN,CA 92680 0.369 mi. 1950 ft. Site 5 of 5 in cluster L Relative: LUST REG 8: Lower Name: UNOCAL Actual: Address: 13348 NEWPORT AVE 127 ft. City: TUSTIN Region: 8 County: Orange Regional Board: Santa Ana Region Facility Status: Post remedial action monitoring Case Number: 083001807T Local Case Num: 91UT131 Case Type: Other ground water affected Substance: Gasoline Qty Leaked: 0 Abate Method: Not reported Cross Street: Not reported Enf Type: Not reported Funding: Not reported How Discovered: Tank Closure How Stopped: Other Means Leak Cause: Unknown Leak Source: Unknown Global ID: T0605901349 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: 9/20/1991 Enforcement Date: Not reported Close Date: Not reported 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: 9/20/1991 Enter Date: Not reported GW Qualifies: _ Soil Qualifies: Not reported Operator: Not reported Facility Contact: Not reported Interim: Not reported Oversite Program: LUST Latitude: 33.7451049 Longitude: -117.8148329 MTBE Date: 12/30/2003 Max MTBE GW: 45 MTBE Concentration: 0 Max MTBE Soil: Not reported MTBE Fuel: 1 MTBE Tested: MTBE Detected.Site tested for MTBE&MTBE detected TC6651002.2s Page 262 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number UNOCAL (Continued) S105774197 MTBE Class: Staff: NOM 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 N58 TUSTIN AUTO WASH LUST 0001743139 SSE 535 MAIN CA FID UST N/A 1/4-1/2 TUSTIN,CA 92780 Cortese 0.377 mi. HIST CORTESE 1991 ft. Site 2 of 2 in cluster N CERS Relative: ORANGE CO. LUST: Lower Name: TUSTIN AUTO WASH Actual: Address: 535 E MAIN ST 125 ft. City,State,Zip: TUSTIN,CA 92780 Region: ORANGE Facility Id: 99UT049 Released Substance: Gasoline-Automotive(motor gasoline and additives),leaded&unleaded Date Closed: 11/04/2019 Record ID: R00002311 LUST: Name: TUSTIN AUTO WASH Address: 535 MAIN City,State,Zip: TUSTIN,CA 92780 Lead Agency: ORANGE COUNTY LOP Case Type: LUST Cleanup Site Geo Track: http://geotracker.waterboards.ca.gov/profile_report.asp?global_id=T0605902351 Global Id: T0605902351 Latitude: 33.742443723 Longitude: -117.818429 Status: Completed-Case Closed Status Date: 11/07/2019 Case Worker: GH RB Case Number: 083003629T Local Agency: ORANGE COUNTY LOP File Location: Local Agency Local Case Number: 99UT049 Potential Media Affect: Aquifer used for drinking water supply,Soil,Well used for drinking water supply Potential Contaminants of Concern: MTBE/TBA/Other Fuel Oxygenates,Gasoline Site History: Please refer to recent Site Documents or Monitoring Reports in GeoTracker for site history.Orange County is not responsible for the accuracy of any professional interpretations provided in reports submitted by consultants for the responsible party. LUST: Global Id: T0605902351 Contact Type: Local Agency Caseworker Contact Name: GENIECE HIGGINS Organization Name: ORANGE COUNTY LOP TC6651002.2s Page 263 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TUSTIN AUTO WASH (Continued) 0001743139 Address: 1241 EAST DYER ROAD SUITE 120 City: SANTA ANA Email: ghiggins@ochca.com Phone Number: 7144336260 Global Id: T0605902351 Contact Type: Regional Board Caseworker Contact Name: ROSE SCOTT Organization Name: SANTA ANA RWQCB(REGION 8) Address: 3737 MAIN STREET,SUITE 500 City: RIVERSIDE Email: rose.scott@waterboards.ca.gov Phone Number: 9513206375 LUST: Global Id: T0605902351 Action Type: ENFORCEMENT Date: 06/30/2016 Action: Site Visit/Inspection/Sampling Global Id: T0605902351 Action Type: Other Date: 09/10/1999 Action: Leak Began Global Id: T0605902351 Action Type: ENFORCEMENT Date: 09/17/2007 Action: Staff Letter Global Id: T0605902351 Action Type: ENFORCEMENT Date: 05/26/2006 Action: Staff Letter Global Id: T0605902351 Action Type: ENFORCEMENT Date: 05/22/2007 Action: Staff Letter-#2 Global Id: T0605902351 Action Type: ENFORCEMENT Date: 05/21/2009 Action: File review Global Id: T0605902351 Action Type: ENFORCEMENT Date: 04/23/2012 Action: File review Global Id: T0605902351 Action Type: ENFORCEMENT Date: 04/24/2012 Action: File review Global Id: T0605902351 Action Type: ENFORCEMENT TC6651002.2s Page 264 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TUSTIN AUTO WASH (Continued) 0001743139 Date: 10/06/2017 Action: File review Global Id: T0605902351 Action Type: ENFORCEMENT Date: 06/16/2011 Action: Clean Up Fund-Case Closure Review Summary Report(RSR) Global Id: T0605902351 Action Type: ENFORCEMENT Date: 05/20/2016 Action: File review Global Id: T0605902351 Action Type: ENFORCEMENT Date: 02/13/2015 Action: File review Global Id: T0605902351 Action Type: ENFORCEMENT Date: 02/23/2015 Action: Staff Letter Global Id: T0605902351 Action Type: ENFORCEMENT Date: 08/04/2014 Action: File review Global Id: T0605902351 Action Type: ENFORCEMENT Date: 08/05/2014 Action: Meeting Global Id: T0605902351 Action Type: ENFORCEMENT Date: 05/18/2018 Action: Email Correspondence Global Id: T0605902351 Action Type: ENFORCEMENT Date: 07/15/2009 Action: File review Global Id: T0605902351 Action Type: ENFORCEMENT Date: 08/25/2015 Action: File review Global Id: T0605902351 Action Type: ENFORCEMENT Date: 03/13/2015 Action: File review Global Id: T0605902351 Action Type: ENFORCEMENT Date: 03/18/2015 Action: Staff Letter TC6651002.2s Page 265 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TUSTIN AUTO WASH (Continued) 0001743139 Global Id: T0605902351 Action Type: ENFORCEMENT Date: 03/17/2015 Action: Verbal Communication Global Id: T0605902351 Action Type: ENFORCEMENT Date: 08/26/2015 Action: Staff Letter Global Id: T0605902351 Action Type: ENFORCEMENT Date: 08/07/2014 Action: CU F5Y Global Id: T0605902351 Action Type: Other Date: 09/10/1999 Action: Leak Discovery Global Id: T0605902351 Action Type: RESPONSE Date: 01/22/2007 Action: Remedial Progress Report Global Id: T0605902351 Action Type: RESPONSE Date: 06/22/2007 Action: Remedial Progress Report Global Id: T0605902351 Action Type: RESPONSE Date: 06/11/2007 Action: Other Report/Document Global Id: T0605902351 Action Type: ENFORCEMENT Date: 07/13/2009 Action: Staff Letter Global Id: T0605902351 Action Type: ENFORCEMENT Date: 02/03/2017 Action: Staff Letter Global Id: T0605902351 Action Type: ENFORCEMENT Date: 05/16/2018 Action: File review Global Id: T0605902351 Action Type: ENFORCEMENT Date: 06/13/2008 Action: Staff Letter Global Id: T0605902351 Action Type: ENFORCEMENT TC6651002.2s Page 266 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TUSTIN AUTO WASH (Continued) 0001743139 Date: 05/22/2007 Action: Staff Letter-#1 Global Id: T0605902351 Action Type: ENFORCEMENT Date: 10/22/2009 Action: File review Global Id: T0605902351 Action Type: ENFORCEMENT Date: 08/02/2018 Action: Notification-Public Notice of Case Closure Global Id: T0605902351 Action Type: ENFORCEMENT Date: 01/24/2017 Action: Clean Up Fund-Case Closure Review Summary Report(RSR) Global Id: T0605902351 Action Type: ENFORCEMENT Date: 04/02/2018 Action: File review Global Id: T0605902351 Action Type: ENFORCEMENT Date: 05/17/2018 Action: Meeting Global Id: T0605902351 Action Type: ENFORCEMENT Date: 06/13/2018 Action: File review Global Id: T0605902351 Action Type: ENFORCEMENT Date: 10/03/2017 Action: File review Global Id: T0605902351 Action Type: ENFORCEMENT Date: 04/28/2017 Action: File review Global Id: T0605902351 Action Type: ENFORCEMENT Date: 06/12/2009 Action: Staff Letter Global Id: T0605902351 Action Type: ENFORCEMENT Date: 08/07/2014 Action: Clean Up Fund-Case Closure Review Summary Report(RSR) Global Id: T0605902351 Action Type: ENFORCEMENT Date: 01/31/2019 Action: State Water Board Closure Order-#WQO 2019 0002 UST TC6651002.2s Page 267 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TUSTIN AUTO WASH (Continued) 0001743139 Global Id: T0605902351 Action Type: ENFORCEMENT Date: 10/04/2017 Action: File review Global Id: T0605902351 Action Type: ENFORCEMENT Date: 08/03/2018 Action: State Water Board Closure Order Global Id: T0605902351 Action Type: ENFORCEMENT Date: 07/31/2018 Action: Clean Up Fund-Case Closure Review Summary Report(RSR) Global Id: T0605902351 Action Type: ENFORCEMENT Date: 04/19/2018 Action: File review Global Id: T0605902351 Action Type: Other Date: 08/18/1999 Action: Leak Reported Global Id: T0605902351 Action Type: RESPONSE Date: 03/02/2015 Action: Well Installation Workplan-Regulator Responded Global Id: T0605902351 Action Type: RESPONSE Date: 12/23/2015 Action: Request for Closure-Regulator Responded Global Id: T0605902351 Action Type: ENFORCEMENT Date: 11/22/2016 Action: Staff Letter Global Id: T0605902351 Action Type: ENFORCEMENT Date: 02/10/2016 Action: Staff Letter Global Id: T0605902351 Action Type: RESPONSE Date: 04/06/2016 Action: Soil and Water Investigation Workplan-Regulator Responded Global Id: T0605902351 Action Type: RESPONSE Date: 05/20/2016 Action: Request for Closure-Regulator Responded Global Id: T0605902351 Action Type: ENFORCEMENT TC6651002.2s Page 268 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TUSTIN AUTO WASH (Continued) 0001743139 Date: 03/06/2019 Action: File review Global Id: T0605902351 Action Type: ENFORCEMENT Date: 10/25/2016 Action: File review Global Id: T0605902351 Action Type: ENFORCEMENT Date: 12/20/2016 Action: File review Global Id: T0605902351 Action Type: ENFORCEMENT Date: 12/21/2016 Action: Meeting Global Id: T0605902351 Action Type: ENFORCEMENT Date: 06/27/2019 Action: File Review-Closure Global Id: T0605902351 Action Type: ENFORCEMENT Date: 07/29/2019 Action: File Review-Closure Global Id: T0605902351 Action Type: ENFORCEMENT Date: 02/25/2009 Action: File review Global Id: T0605902351 Action Type: ENFORCEMENT Date: 03/02/2009 Action: File review Global Id: T0605902351 Action Type: ENFORCEMENT Date: 06/30/2016 Action: File review Global Id: T0605902351 Action Type: ENFORCEMENT Date: 05/23/2016 Action: File review Global Id: T0605902351 Action Type: ENFORCEMENT Date: 06/01/2016 Action: Staff Letter Global Id: T0605902351 Action Type: ENFORCEMENT Date: 02/18/2016 Action: Staff Letter TC6651002.2s Page 269 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TUSTIN AUTO WASH (Continued) 0001743139 Global Id: T0605902351 Action Type: ENFORCEMENT Date: 06/28/2016 Action: Email Correspondence Global Id: T0605902351 Action Type: ENFORCEMENT Date: 09/28/2012 Action: Clean Up Fund-Case Closure Review Summary Report(RSR) Global Id: T0605902351 Action Type: ENFORCEMENT Date: 06/02/2010 Action: Clean Up Fund-Case Closure Review Summary Report(RSR) Global Id: T0605902351 Action Type: ENFORCEMENT Date: 12/23/2008 Action: File review Global Id: T0605902351 Action Type: ENFORCEMENT Date: 09/30/2008 Action: Staff Letter Global Id: T0605902351 Action Type: RESPONSE Date: 11/04/2016 Action: Soil Vapor Intrusion Investigation Workplan-Regulator Responded Global Id: T0605902351 Action Type: ENFORCEMENT Date: 11/04/2019 Action: Closure/No Further Action Letter Global Id: T0605902351 Action Type: ENFORCEMENT Date: 09/12/2007 Action: Staff Letter Global Id: T0605902351 Action Type: ENFORCEMENT Date: 12/17/2010 Action: File review Global Id: T0605902351 Action Type: ENFORCEMENT Date: 12/17/2010 Action: Notice to Comply Global Id: T0605902351 Action Type: ENFORCEMENT Date: 08/18/2011 Action: Notice to Comply Global Id: T0605902351 Action Type: ENFORCEMENT TC6651002.2s Page 270 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TUSTIN AUTO WASH (Continued) 0001743139 Date: 11/07/2011 Action: File review Global Id: T0605902351 Action Type: ENFORCEMENT Date: 11/08/2011 Action: File review Global Id: T0605902351 Action Type: ENFORCEMENT Date: 01/23/2012 Action: Staff Letter Global Id: T0605902351 Action Type: ENFORCEMENT Date: 06/24/2011 Action: Warning Letter Global Id: T0605902351 Action Type: ENFORCEMENT Date: 02/29/2012 Action: Staff Letter Global Id: T0605902351 Action Type: ENFORCEMENT Date: 02/24/2012 Action: Site Visit/Inspection/Sampling Global Id: T0605902351 Action Type: ENFORCEMENT Date: 02/17/2012 Action: Notification-Public Notice of ROD/RAP/CAP Global Id: T0605902351 Action Type: ENFORCEMENT Date: 05/14/2012 Action: Staff Letter Global Id: T0605902351 Action Type: ENFORCEMENT Date: 03/20/2012 Action: File review LUST: Global Id: T0605902351 Status: Open-Case Begin Date Status Date: 08/18/1999 Global Id: T0605902351 Status: Open-Site Assessment Status Date: 09/10/1999 Global Id: T0605902351 Status: Open-Remediation Status Date: 06/15/2007 Global Id: T0605902351 TC6651002.2s Page 271 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TUSTIN AUTO WASH (Continued) 0001743139 Status: Open-Site Assessment Status Date: 08/05/2014 Global Id: T0605902351 Status: Completed-Case Closed Status Date: 11/07/2019 CA FID UST: Facility ID: 30003472 Regulated By: UTNKA Regulated ID: Not reported Cortese Code: Not reported SIC Code: Not reported Facility Phone: 7148383134 Mail To: Not reported Mailing Address: 535 E MAIN ST 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 CORTESE: Name: TUSTIN AUTO WASH Address: 535 MAIN City,State,Zip: TUSTIN,CA 92780 Region: CORTESE Envirostor Id: Not reported Global ID: T0605902351 Site/Facility Type: LUST CLEANUP SITE Cleanup Status: COMPLETED-CASE CLOSED 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: active Order No: Not reported Waste Discharge System No: Not reported Effective Date: Not reported Region 2: Not reported WID Id: Not reported Solid Waste Id No: Not reported Waste Management Uit Name: Not reported File Name: Active Open HIST CORTESE: edr_fname: TUSTIN AUTO WASH edr fadd1: 535 TC6651002.2s Page 272 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TUSTIN AUTO WASH (Continued) 0001743139 City,State,Zip: TUSTIN,CA 92780 Region: CORTESE Facility County Code: 30 Reg By: LTNKA Reg Id: 083003629T CERS: Name: TUSTIN AUTO WASH Address: 535 MAIN City,State,Zip: TUSTIN, CA 92780 Site ID: 187809 CERS ID: T0605902351 CERS Description: Leaking Underground Storage Tank Cleanup Site Affiliation: Affiliation Type Desc: Regional Board Caseworker Entity Name: ROSE SCOTT-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: 9513206375 Affiliation Type Desc: Local Agency Caseworker Entity Name: GENIECE HIGGINS-ORANGE COUNTY LOP Entity Title: Not reported Affiliation Address: 1241 EAST DYER ROAD SUITE 120 Affiliation City: SANTA ANA Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: 7144336260 59 EDS ARCO STATION LUST S103943640 SSE 13662 NEWPORT Cortese NIA 1/4-1/2 TUSTIN,CA 92680 HIST CORTESE 0.441 mi. CERS 2330 ft. Relative: ORANGE CO. LUST: Lower Name: EDS ARCO STATION Actual: Address: 13662 NEWPORT AVE 123 ft. City,State,Zip: TUSTIN, CA 92680 Region: ORANGE Facility Id: 89UT100 Released Substance: Gasoline-Automotive(motor gasoline and additives), leaded&unleaded Date Closed: 04/13/1990 Record ID: RO0001457 LUST: Name: EDS ARCO STATION Address: 13662 NEWPORT City,State,Zip: TUSTIN, CA 92680 Lead Agency: ORANGE COUNTY LOP TC6651002.2s Page 273 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number EDS ARCO STATION (Continued) S103943640 Case Type: LUST Cleanup Site Geo Track: http://geotracker.waterboards.ca.gov/profile_report.asp?global_id=T0605900983 Global Id: T0605900983 Latitude: 33.741696 Longitude: -117.818031 Status: Completed-Case Closed Status Date: 04/13/1990 Case Worker: SR RB Case Number: 083001279T Local Agency: ORANGE COUNTY LOP File Location: Local Agency Local Case Number: 89UT100 Potential Media Affect: Soil Potential Contaminants of Concern: Gasoline Site History: Not reported LUST: Global Id: T0605900983 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 Global Id: T0605900983 Contact Type: Regional Board Caseworker Contact Name: VALERIE JAHN-BULL Organization Name: SANTA ANA RWQCB(REGION 8) Address: 3737 MAIN STREET, SUITE 500 City: RIVERSIDE Email: valerie.jahn-bull@waterboards.ca.gov Phone Number: 9517824903 LUST: Global Id: T0605900983 Action Type: Other Date: 06/07/1989 Action: Leak Discovery Global Id: T0605900983 Action Type: Other Date: 06/07/1989 Action: Leak Reported Global Id: T0605900983 Action Type: ENFORCEMENT Date: 04/13/1990 Action: Closure/No Further Action Letter Global Id: T0605900983 Action Type: ENFORCEMENT Date: 06/13/1989 Action: Letter-Notice TC6651002.2s Page 274 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number EDS ARCO STATION (Continued) S103943640 LUST: Global Id: T0605900983 Status: Open-Case Begin Date Status Date: 06/07/1989 Global Id: T0605900983 Status: Completed-Case Closed Status Date: 04/13/1990 LUST REG 8: Name: EDS ARCO STATION Address: 13662 NEWPORT City: TU STI N Region: 8 County: Orange Regional Board: Santa Ana Region Facility Status: Case Closed Case Number: 083001279T Local Case Num: 89UT100 Case Type: Soil only Substance: Gasoline 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: T0605900983 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: 6/7/1989 Enforcement Date: Not reported Close Date: 4/13/1990 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: 33.741786 Longitude: -117.818206 MTBE Date: Not reported Max MTBE GW: Not reported MTBE Concentration: 0 TC6651002.2s Page 275 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number EDS ARCO STATION (Continued) S103943640 Max MTBE Soil: Not reported MTBE Fuel: 1 MTBE Tested: Site NOT Tested for MTBE.Includes Unknown and Not Analyzed. MTBE Class: Staff: Vii 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 CORTESE: Name: EDS ARCO STATION Address: 13662 NEWPORT City,State,Zip: TUSTIN,CA 92680 Region: CORTESE Envirostor Id: Not reported Global ID: T0605900983 Site/Facility Type: LUST CLEANUP SITE Cleanup Status: COMPLETED-CASE CLOSED 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: active Order No: Not reported Waste Discharge System No: Not reported Effective Date: Not reported Region 2: Not reported WID Id: Not reported Solid Waste Id No: Not reported Waste Management Uit Name: Not reported File Name: Active Open HIST CORTESE: edr_fname: ARCO#3132 edr_fadd1: 13662 NEWPORT City,State,Zip: TUSTIN,CA 92680 Region: CORTESE Facility County Code: 30 Reg By: LTNKA Reg Id: 083001279T CERS: Name: EDS ARCO STATION Address: 13662 NEWPORT City,State,Zip: TUSTIN,CA 92680 Site ID: 224097 CERS ID: T0605900983 TC6651002.2s Page 276 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number EDS ARCO STATION (Continued) S103943640 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 Affiliation Phone: 7144336262 Affiliation Type Desc: Regional Board Caseworker Entity Name: VALERIE JAHN-BULL-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: 9517824903 60 CHEVRON#9-8149 ENVIROSTOR 0001559811 East 13052 NEWPORT AVE LUST N/A 1/2-1 TUSTIN,CA 92680 CA FID UST 0.530 mi. Cortese 2799 ft. HIST CORTESE Relative: CERS Lower ENVIROSTOR: Actual: Name: PROPOSED WALGREEN PHARMACY 136 ft. Address: 13052 NEWPORT AVENUE City,State,Zip: TUSTIN,CA 92780 Facility ID: 30530001 Status: Refer:1248 Local Agency Status Date: 05/04/2004 Site Code: Not reported Site Type: Evaluation Site Type Detailed: Evaluation Acres: Not reported NPL: NO Regulatory Agencies: NONE SPECIFIED Lead Agency: NONE SPECIFIED Program Manager: Not reported Supervisor: Referred-Not Assigned Division Branch: Cleanup Cypress Assembly: 70 Senate: Not reported Special Program: Not reported Restricted Use: NO Site Mgmt Req: NONE SPECIFIED Funding: Not Applicable Latitude: 33.74885 Longitude: -117.8108 APN: NONE SPECIFIED Past Use: NONE SPECIFIED TC6651002.2s Page 277 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CHEVRON#9-8149 (Continued) 0001559811 Potential COC: NONE SPECIFIED Confirmed COC: NONE SPECIFIED Potential Description: NONE SPECIFIED Alias Name: 30530001 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 ORANGE CO.LUST: Name: CHEVRON#9-8149 Address: 13052 NEWPORT AVE City,State,Zip: TUSTIN,CA 92780 Region: ORANGE Facility Id: 93UT069 Released Substance: Gasoline-Automotive(motor gasoline and additives),leaded&unleaded Date Closed: 10/19/2016 Record ID: RO0002645 LUST: Name: CHEVRON#9-8149 Address: 13052 NEWPORT City,State,Zip: TUSTIN,CA 92780 Lead Agency: SANTA ANA RWQCB(REGION 8) Case Type: LUST Cleanup Site Geo Track: http://geotracker.waterboards.ca.gov/profile_report.asp?global_id=T0605901622 Global Id: T0605901622 Latitude: 33.7487298 Longitude: -117.8112557 Status: Open-Verification Monitoring Status Date: 10/30/2014 Case Worker: RS RB Case Number: 083002199T Local Agency: Not reported File Location: Local Agency Warehouse Local Case Number: Not reported Potential Media Affect: Other Groundwater(uses other than drinking water) Potential Contaminants of Concern: Aviation,Gasoline,MTBE/TBA/Other Fuel Oxygenates Site History: Please refer to recent Site Documents or Monitoring Reports in GeoTracker for site history.Orange County is not responsible for the accuracy of any professional interpretations provided in reports submitted by consultants for the responsible party. TC6651002.2s Page 278 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CHEVRON#9-8149 (Continued) 0001559811 LUST: Global Id: T0605901622 Contact Type: Regional Board Caseworker Contact Name: ROSE SCOTT Organization Name: SANTA ANA RWQCB(REGION 8) Address: 3737 MAIN STREET,SUITE 500 City: RIVERSIDE Email: rose.scott@waterboards.ca.gov Phone Number: 9513206375 LUST: Global Id: T0605901622 Action Type: ENFORCEMENT Date: 07/02/2004 Action: Staff Letter Global Id: T0605901622 Action Type: ENFORCEMENT Date: 02/03/2021 Action: Historic Files Global Id: T0605901622 Action Type: Other Date: 11/23/1992 Action: Leak Began Global Id: T0605901622 Action Type: ENFORCEMENT Date: 04/08/2015 Action: File review Global Id: T0605901622 Action Type: ENFORCEMENT Date: 10/10/2018 Action: Staff Letter Global Id: T0605901622 Action Type: ENFORCEMENT Date: 09/26/2014 Action: Staff Letter Global Id: T0605901622 Action Type: ENFORCEMENT Date: 02/23/2015 Action: Staff Letter Global Id: T0605901622 Action Type: ENFORCEMENT Date: 10/30/2014 Action: Staff Letter Global Id: T0605901622 Action Type: Other Date: 11/23/1992 Action: Leak Discovery TC6651002.2s Page 279 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CHEVRON#9-8149 (Continued) 0001559811 Global Id: T0605901622 Action Type: ENFORCEMENT Date: 07/13/2009 Action: Staff Letter Global Id: T0605901622 Action Type: ENFORCEMENT Date: 07/11/2018 Action: Staff Letter Global Id: T0605901622 Action Type: REMEDIATION Date: 06/07/2004 Action: Soil Vapor Extraction(SVE) Global Id: T0605901622 Action Type: ENFORCEMENT Date: 05/24/2018 Action: Meeting Global Id: T0605901622 Action Type: ENFORCEMENT Date: 11/21/2018 Action: Staff Letter Global Id: T0605901622 Action Type: ENFORCEMENT Date: 02/09/2015 Action: Clean Up Fund-Case Closure Review Summary Report(RSR) Global Id: T0605901622 Action Type: ENFORCEMENT Date: 11/27/2017 Action: Email Correspondence Global Id: T0605901622 Action Type: Other Date: 11/23/1992 Action: Leak Reported Global Id: T0605901622 Action Type: RESPONSE Date: 08/07/2014 Action: Request for Closure-Regulator Responded Global Id: T0605901622 Action Type: ENFORCEMENT Date: 04/22/2020 Action: Meeting Global Id: T0605901622 Action Type: ENFORCEMENT Date: 07/07/2020 Action: Clean Up Fund-Case Closure Review Summary Report(RSR) Global Id: T0605901622 Action Type: ENFORCEMENT TC6651002.2s Page 280 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CHEVRON#9-8149 (Continued) 0001559811 Date: 10/19/2016 Action: Referral to Regional Board Global Id: T0605901622 Action Type: RESPONSE Date: 08/30/2018 Action: Soil Vapor Intrusion Investigation Workplan-Regulator Responded Global Id: T0605901622 Action Type: ENFORCEMENT Date: 05/16/2018 Action: Clean Up Fund-Case Closure Review Summary Report(RSR) Global Id: T0605901622 Action Type: ENFORCEMENT Date: 02/11/2011 Action: Site Visit/Inspection/Sampling Global Id: T0605901622 Action Type: ENFORCEMENT Date: 05/19/2011 Action: File review Global Id: T0605901622 Action Type: RESPONSE Date: 09/21/2016 Action: Request for Closure-Regulator Responded Global Id: T0605901622 Action Type: RESPONSE Date: 05/30/2004 Action: Soil Vapor Intrusion Investigation Workplan-Regulator Responded Global Id: T0605901622 Action Type: RESPONSE Date: 06/30/2004 Action: Soil Vapor Intrusion Investigation Report-Regulator Responded Global Id: T0605901622 Action Type: ENFORCEMENT Date: 02/03/2021 Action: Historic Files Global Id: T0605901622 Action Type: ENFORCEMENT Date: 06/20/2007 Action: Staff Letter Global Id: T0605901622 Action Type: ENFORCEMENT Date: 12/21/2010 Action: File review Global Id: T0605901622 Action Type: ENFORCEMENT Date: 12/21/2010 Action: Staff Letter TC6651002.2s Page 281 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CHEVRON#9-8149 (Continued) 0001559811 Global Id: T0605901622 Action Type: ENFORCEMENT Date: 10/18/2011 Action: Staff Letter Global Id: T0605901622 Action Type: ENFORCEMENT Date: 10/06/2011 Action: File review Global Id: T0605901622 Action Type: ENFORCEMENT Date: 02/10/2011 Action: File review Global Id: T0605901622 Action Type: ENFORCEMENT Date: 06/24/2011 Action: File review Global Id: T0605901622 Action Type: ENFORCEMENT Date: 06/07/2011 Action: Site Visit/Inspection/Sampling Global Id: T0605901622 Action Type: ENFORCEMENT Date: 06/07/2011 Action: File review Global Id: T0605901622 Action Type: ENFORCEMENT Date: 03/30/2011 Action: Staff Letter Global Id: T0605901622 Action Type: ENFORCEMENT Date: 06/24/2011 Action: Staff Letter Global Id: T0605901622 Action Type: ENFORCEMENT Date: 06/13/2011 Action: Site Visit/Inspection/Sampling Global Id: T0605901622 Action Type: ENFORCEMENT Date: 03/11/2011 Action: File review Global Id: T0605901622 Action Type: ENFORCEMENT Date: 11/07/2011 Action: File review Global Id: T0605901622 Action Type: ENFORCEMENT TC6651002.2s Page 282 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CHEVRON#9-8149 (Continued) 0001559811 Date: 11/21/2011 Action: File review Global Id: T0605901622 Action Type: ENFORCEMENT Date: 01/24/2012 Action: File review Global Id: T0605901622 Action Type: ENFORCEMENT Date: 11/22/2011 Action: File review Global Id: T0605901622 Action Type: ENFORCEMENT Date: 12/01/2011 Action: Meeting Global Id: T0605901622 Action Type: ENFORCEMENT Date: 03/27/2012 Action: File review Global Id: T0605901622 Action Type: ENFORCEMENT Date: 02/08/2012 Action: Staff Letter Global Id: T0605901622 Action Type: ENFORCEMENT Date: 03/23/2012 Action: File review LUST: Global Id: T0605901622 Status: Open-Case Begin Date Status Date: 11/23/1992 Global Id: T0605901622 Status: Open-Site Assessment Status Date: 09/03/1993 Global Id: T0605901622 Status: Open-Assessment&Interim Remedial Action Status Date: 03/28/2003 Global Id: T0605901622 Status: Open-Remediation Status Date: 06/07/2004 Global Id: T0605901622 Status: Open-Site Assessment Status Date: 12/21/2010 Global Id: T0605901622 Status: Open-Verification Monitoring Status Date: 10/30/2014 TC6651002.2s Page 283 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CHEVRON#9-8149 (Continued) 0001559811 LUST REG 8: Name: CHEVRON#9-8149 Address: 13052 NEWPORT AVE City: TU STI N Region: 8 County: Orange Regional Board: Santa Ana Region Facility Status: Remediation Plan Case Number: 083002199T Local Case Num: 93UT069 Case Type: Other ground water affected Substance: Gasoline Qty Leaked: 0 Abate Method: Not reported Cross Street: Not reported Enf Type: Not reported Funding: Not reported How Discovered: OM How Stopped: Other Means Leak Cause: Unknown Leak Source: Unknown Global ID: T0605901622 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: 11/23/1992 Enforcement Date: Not reported Close Date: Not reported Date Prelim Assessment Workplan Submitted: Not reported Date Pollution Characterization Began: Not reported Date Remediation Plan Submitted: 11/23/1992 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: 33.7487298 Longitude: -117.8112557 MTBE Date: Not reported Max MTBE GW: Not reported MTBE Concentration: 0 Max MTBE Soil: Not reported MTBE Fuel: 1 MTBE Tested: Site NOT Tested for MTBE.Includes Unknown and Not Analyzed. MTBE Class: Staff: RS Staff Initials: AM Lead Agency: Local Agency Local Agency: 30000L Hydr Basin#: Not reported Beneficial: MUN Priority: Not reported TC6651002.2s Page 284 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CHEVRON#9-8149 (Continued) 0001559811 Cleanup Fund Id: Not reported Work Suspended: Not reported Summary: Not reported CA FID UST: Facility ID: 30001361 Regulated By: UTNKA Regulated ID: Not reported Cortese Code: Not reported SIC Code: Not reported Facility Phone: 7145551212 Mail To: Not reported Mailing Address: 1300 S BCH BLVD/P O BOX 2 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 CORTESE: Name: CHEVRON#9-8149 Address: 13052 NEWPORT City,State,Zip: TUSTIN,CA 92780 Region: CORTESE Envirostor Id: Not reported Global ID: T0605901622 Site/Facility Type: LUST CLEANUP SITE Cleanup Status: OPEN-VERIFICATION MONITORING 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: active Order No: Not reported Waste Discharge System No: Not reported Effective Date: Not reported Region 2: Not reported WID Id: Not reported Solid Waste Id No: Not reported Waste Management Uit Name: Not reported File Name: Active Open HIST CORTESE: edr_fname: TREASURE FARMS MAIN YARD edr_fadd1: 13052 City,State,Zip: TUSTIN,CA 92680 Region: CORTESE Facility County Code: 30 Reg By: LTNKA TC6651002.2s Page 285 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CHEVRON#9-8149 (Continued) 0001559811 Reg Id: 083002666T edr_fname: CHEVRON#9-8149 edr_fadd1: 13052 City,State,Zip: TUSTIN,CA 92680 Region: CORTESE Facility County Code: 30 Reg By: LTNKA Reg Id: 083002199T CERS: Name: CHEVRON#9-8149 Address: 13052 NEWPORT City,State,Zip: TUSTIN,CA 92780 Site ID: 239887 CERS ID: T0605901622 CERS Description: Leaking Underground Storage Tank Cleanup Site Affiliation: Affiliation Type Desc: Regional Board Caseworker Entity Name: ROSE SCOTT-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: 9513206375 61 WESTERN MEDICAL CTR(EIS USE) ENVIROSTOR 1000403038 WNW 1001 N TUSTIN CERS HAZ WASTE N/A 1/2-1 SANTA ANA,CA 92705 SWEEPS UST 0.820 mi. HIST UST 4331 ft. CA FID UST Relative: CERS TANKS Higher EMI HAZNET Actual: CERS 162 ft. H W TS ENVIROSTOR: Name: WESTERN MEDICAL CENTER-SANTA ANA Address: 1001 N.TUSTIN AVENUE City,State,Zip: SANTA ANA,CA 92705 Facility ID: 71002574 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 TC6651002.2s Page 286 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 Assembly: 69 Senate: 34 Special Program: Not reported Restricted Use: NO Site Mgmt Req: NONE SPECIFIED Funding: Not reported Latitude: 33.75312 Longitude: -117.8341 APN: NONE SPECIFIED Past Use: NONE SPECIFIED Potential COC: NONE SPECIFIED Confirmed COC: NONE SPECIFIED Potential Description: NONE SPECIFIED Alias Name: CAD076061464 Alias Type: EPA Identification Number Alias Name: 71002574 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 HAZ WASTE: Name: ORANGE COUNTY GLOBAL MEDICAL CENTER Address: 1001 N TUSTIN AVE City,State,Zip: SANTA ANA,CA 92705 Site ID: 413556 CERS ID: 10558528 CERS Description: Hazardous Waste Generator SWEEPS UST: Name: WESTERN MEDICAL CENTER Address: 1001 N TUSTIN AVE City: SANTA ANA Status: Not reported Comp Number: 218 Number: Not reported Board Of Equalization: Not reported Referral Date: Not reported Action Date: Not reported Created Date: Not reported Owner Tank Id: Not reported SWRCB Tank Id: 30-020-000218-000001 Tank Status: Not reported TC6651002.2s Page 287 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 Capacity: 30000 Active Date: Not reported Tank Use: M.V.FUEL STG: PRODUCT Content: DIESEL Number Of Tanks: 1 Name: WESTERN MEDICAL CENTER Address: 1001 N TUSTIN AVE City: SANTA ANA Status: Active Comp Number: 218 Number: 1 Board Of Equalization: Not reported Referral Date: 02-28-92 Action Date: 02-28-92 Created Date: 07-31-88 Owner Tank Id: Not reported SWRCB Tank Id: 30-020-000218-000002 Tank Status: A Capacity: 12000 Active Date: 01-28-94 Tank Use: M.V. FUEL STG: P Content: DIESEL Number Of Tanks: 1 HIST UST: Name: WESTERN MEDICAL CENTER Address: 1001 N TUSTIN AVENUE City,State,Zip: SANTA ANA,CA 92705 File Number: 0001FOFF URL: hftp://geotracker.waterboards.ca.gov/ustpdfs/pdf/0001 FOFF.pdf Region: STATE Facility ID: 00000044278 Facility Type: Other Other Type: HOSPITAL Contact Name: WAYNE SCHROEDER Telephone: 7148353555 Owner Name: WESTERN MEDICAL CENTER Owner Address: 1001 N.TUSTIN AVENUE Owner City,St,Zip: SANTA ANA,CA 92705 Total Tanks: 0001 Tank Num: 001 Container Num: 1 Year Installed: 1972 Tank Capacity: 00030000 Tank Used for: PRODUCT Type of Fuel: DIESEL Container Construction Thickness: 3/8 Leak Detection: Stock Inventor Click here for Geo Tracker PDF: CA FID UST: TC6651002.2s Page 288 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 Facility ID: 30000334 Regulated By: UTNKA Regulated ID: 00044278 Cortese Code: Not reported SIC Code: Not reported Facility Phone: 7148353555 Mail To: Not reported Mailing Address: 1001 N TUSTIN AVE Mailing Address 2: Not reported Mailing City,St,Zip: SANTA ANA 92705 Contact: Not reported Contact Phone: Not reported DUNs Number: Not reported NPDES Number: Not reported EPA ID: Not reported Comments: Not reported Status: Active CERS TANKS: Name: ORANGE COUNTY GLOBAL MEDICAL CENTER Address: 1001 N TUSTIN AVE City,State,Zip: SANTA ANA,CA 92705 Site ID: 413556 CERS ID: 10558528 CERS Description: Underground Storage Tank EMI: Name: WESTERN MEDICAL CTR, UNIT 1 Address: 1001 N TUSTIN AV City,State,Zip: SANTA ANA, CA 92705 Year: 1987 County Code: 30 Air Basin: SC Facility ID: 4615 Air District Name: SC SIC Code: 8062 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: 0 Reactive Organic Gases Tons/Yr: 0 Carbon Monoxide Emissions Tons/Yr: 0 NOX-Oxides of Nitrogen Tons/Yr: 5 SOX-Oxides of Sulphur Tons/Yr: 0 Particulate Matter Tons/Yr: 0 Part.Matter 10 Micrometers and Smllr Tons/Yr:0 Name: WESTERN MEDICAL CTR, UNIT 1 Address: 1001 N TUSTIN AV City,State,Zip: SANTA ANA,CA 92705 Year: 1990 County Code: 30 Air Basin: SC Facility ID: 4615 Air District Name: SC SIC Code: 8062 TC6651002.2s Page 289 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 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: 0 Reactive Organic Gases Tons/Yr: 0 Carbon Monoxide Emissions Tons/Yr: 0 NOX-Oxides of Nitrogen Tons/Yr: 2 SOX-Oxides of Sulphur Tons/Yr: 0 Particulate Matter Tons/Yr: 0 Part.Matter 10 Micrometers and Smllr Tons/Yr:0 Name: WESTERN MEDICAL CTR(EIS USE) Address: 1001 N TUSTIN City,State,Zip: SANTA ANA,CA 92705 Year: 1990 County Code: 30 Air Basin: SC Facility ID: 800211 Air District Name: SC SIC Code: 8062 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: 3 Reactive Organic Gases Tons/Yr: 0 Carbon Monoxide Emissions Tons/Yr: 1 NOX-Oxides of Nitrogen Tons/Yr: 2 SOX-Oxides of Sulphur Tons/Yr: 0 Particulate Matter Tons/Yr: 0 Part.Matter 10 Micrometers and Smllr Tons/Yr:0 Name: WESTERN MEDICAL CTR(EIS USE) Address: 1001 N TUSTIN City,State,Zip: SANTA ANA, CA 92705 Year: 1996 County Code: 30 Air Basin: SC Facility ID: 800211 Air District Name: SC SIC Code: 8062 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: 1 Carbon Monoxide Emissions Tons/Yr: 1 NOX-Oxides of Nitrogen Tons/Yr: 1 SOX-Oxides of Sulphur Tons/Yr: 0 Particulate Matter Tons/Yr: 0 Part.Matter 10 Micrometers and Smllr Tons/Yr:0 Name: WESTERN MEDICAL CTR(EIS USE) Address: 1001 N TUSTIN City,State,Zip: SANTA ANA, CA 92705 Year: 1997 County Code: 30 Air Basin: SC TC6651002.2s Page 290 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 Facility ID: 800211 Air District Name: Sc SIC Code: 8062 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: 10 Reactive Organic Gases Tons/Yr: 4 Carbon Monoxide Emissions Tons/Yr: 1 NOX-Oxides of Nitrogen Tons/Yr: 2 SOX-Oxides of Sulphur Tons/Yr: 0 Particulate Matter Tons/Yr: 0 Part.Matter 10 Micrometers and Smllr Tons/Yr:0 Name: WESTERN MEDICAL CTR(EIS USE) Address: 1001 N TUSTIN City,State,Zip: SANTA ANA,CA 92705 Year: 1998 County Code: 30 Air Basin: Sc Facility ID: 800211 Air District Name: Sc SIC Code: 8062 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: 7 Reactive Organic Gases Tons/Yr: 3 Carbon Monoxide Emissions Tons/Yr: 1 NOX-Oxides of Nitrogen Tons/Yr: 2 SOX-Oxides of Sulphur Tons/Yr: 0 Particulate Matter Tons/Yr: 0 Part.Matter 10 Micrometers and Smllr Tons/Yr:0 Name: WESTERN MEDICAL CTR(EIS USE) Address: 1001 N TUSTIN City,State,Zip: SANTA ANA, CA 92705 Year: 1999 County Code: 30 Air Basin: Sc Facility ID: 800211 Air District Name: Sc SIC Code: 8062 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: 10 Reactive Organic Gases Tons/Yr: 4 Carbon Monoxide Emissions Tons/Yr: 1 NOX-Oxides of Nitrogen Tons/Yr: 2 SOX-Oxides of Sulphur Tons/Yr: 0 Particulate Matter Tons/Yr: 0 Part.Matter 10 Micrometers and Smllr Tons/Yr:0 Name: WESTERN MEDICAL CTR(EIS USE) Address: 1001 N TUSTIN City,State,Zip: SANTA ANA, CA 92705 TC6651002.2s Page 291 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 Year: 2000 County Code: 30 Air Basin: Sc Facility ID: 800211 Air District Name: Sc SIC Code: 8062 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: 10 Reactive Organic Gases Tons/Yr: 4 Carbon Monoxide Emissions Tons/Yr: 1 NOX-Oxides of Nitrogen Tons/Yr: 2 SOX-Oxides of Sulphur Tons/Yr: 0 Particulate Matter Tons/Yr: 0 Part.Matter 10 Micrometers and Smllr Tons/Yr:O Name: WESTERN MEDICAL CTR(EIS USE) Address: 1001 N TUSTIN City,State,Zip: SANTA ANA,CA 92705 Year: 2001 County Code: 30 Air Basin: Sc Facility ID: 800211 Air District Name: Sc SIC Code: 8062 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: 10 Reactive Organic Gases Tons/Yr: 4 Carbon Monoxide Emissions Tons/Yr: 1 NOX-Oxides of Nitrogen Tons/Yr: 2 SOX-Oxides of Sulphur Tons/Yr: 0 Particulate Matter Tons/Yr: 0 Part.Matter 10 Micrometers and Smllr Tons/Yr:O HAZN ET: Name: ORANGE COUNTY GLOBAL MEDICAL CENTER Address: 1001 N TUSTIN AVE Address 2: Not reported City,State,Zip: SANTA ANA,CA 927053502 Contact: KYLE HOURANEY Telephone: 7149533500 Mailing Name: Not reported Mailing Address: 1001 N TUSTIN AVE Year: 2019 Gepaid: CAL000316673 TSD EPA ID: CAD008364432 CA Waste Code: 331 -Off-specification,aged or surplus organics Disposal Method: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(H010-H129)Or(H 131-H135) Tons: 0.01450 Year: 2019 Gepaid: CAL000316673 TC6651002.2s Page 292 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 TSD EPA ID: NED981723513 CA Waste Code: 551 -Laboratory waste chemicals Disposal Method: H040-Incineration--Thermal Destruction Other Than Use As A Fuel Tons: 0.41050 Year: 2019 Gepaid: CAL000316673 TSD EPA ID: UTD981552177 CA Waste Code: 551 -Laboratory waste chemicals Disposal Method: H040-Incineration--Thermal Destruction Other Than Use As A Fuel Tons: 0.58600 Year: 2018 Gepaid: CAL000316673 TSD EPA ID: UTD981552177 CA Waste Code: 551 -Laboratory waste chemicals Disposal Method: H040-Incineration--Thermal Destruction Other Than Use As A Fuel Tons: 0.73250 Year: 2018 Gepaid: CAL000316673 TSD EPA ID: UTD981552177 CA Waste Code: 551 -Laboratory waste chemicals Disposal Method: - Tons: 0.12250 Year: 2018 Gepaid: CAL000316673 TSD EPA ID: CAT080013352 CA Waste Code: 134-Aqueous solution with total organic residues less than 10 percent Disposal Method: H039-Other Recovery Of Reclamation For Reuse Including Acid Regeneration,Organics Recovery Ect Tons: 0.23100 Year: 2018 Gepaid: CAL000316673 TSD EPA ID: CAD009007626 CA Waste Code: 151 -Asbestos containing waste Disposal Method: H132-Landfill Or Surface Impoundment That Will Be Closed As Landfill(To Include On-Site Treatment And/Or Stabilization) Tons: 8.05000 Year: 2018 Gepaid: CAL000316673 TSD EPA ID: NED981723513 CA Waste Code: 551 -Laboratory waste chemicals Disposal Method: H040-Incineration--Thermal Destruction Other Than Use As A Fuel Tons: 0.86350 Year: 2017 Gepaid: CAL000316673 TSD EPA ID: CAD008364432 CA Waste Code: 331 -Off-specification,aged or surplus organics Disposal Method: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Tons: 0.0055 TC6651002.2s Page 293 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 Year: 2017 Gepaid: CAL000316673 TSD EPA ID: CAD009007626 CA Waste Code: 151 -Asbestos containing waste Disposal Method: H132-Landfill Or Surface Impoundment That Will Be Closed As Landfill(To Include On-Site Treatment And/Or Stabilization) Tons: 0.23 C;lirk this hgpPrlink while viewing on your computer to access 51 additional CA HAZNET:record(s)in the EDR Site Report. Additional Info: Year: 2017 Gen EPA ID: CAL000316673 Shipment Date: 20171221 Creation Date: 10/27/2018 18:30:26 Receipt Date: 20180105 Manifest ID: 018247373JJK Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC(LA) Trans 2 EPA ID: MAD039322250 Trans 2 Name: CLEANHARBORS ENV SERVICES TSDF EPA ID: UTD981552177 Trans Name: CLEAN HARBORS ARAGONITE LLC TSDF Alt EPA ID: NED981723513 TSDF Alt Name: CLEAN HARBORS KIMBALL Waste Code Description: 551 -Laboratory waste chemicals 561 Detergent and soap RCRA Code: Not reported Meth Code: H040-Incineration--Thermal Destruction Other Than Use As A Fuel Quantity Tons: 0.1325 Waste Quantity: 265 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20171221 Creation Date: 8/7/2018 18:30:34 Receipt Date: 20171228 Manifest ID: 018247372JJK Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC(LA) Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD008364432 Trans Name: RHO-CHEM LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 331 -Off-specification,aged,or surplus organics RCRA Code: P016 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.0055 TC6651002.2s Page 294 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 Waste Quantity: 11 Quantity Unit: P Additional Code 1: D001 Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20171114 Creation Date: 6/13/2018 18:31:23 Receipt Date: 20171115 Manifest ID: 017497121JJK Trans EPA ID: CAR000031211 Trans Name: CALIFORNIA HAZARDOUS SERVICES INC Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAT080013352 Trans Name: DEMENNO KERDOON TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 134-Aqueous solution with<10%total organic residues RCRA Code: D001 Meth Code: H039-Other Recovery Of Reclamation For Reuse Including Acid Regeneration,Organics Recovery Ect Quantity Tons: 0.021 Waste Quantity: 5 Quantity Unit: G Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20171103 Creation Date: 10/16/2018 18:30:37 Receipt Date: 20171113 Manifest ID: 013289394JJK Trans EPA ID: CAL000190758 Trans Name: JANUS CORPORATION Trans 2 EPA ID: CAR000049064 Trans 2 Name: ECTI TSDF EPA ID: NVT330010000 Trans Name: US ECOLOGY TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 181 -Other inorganic solid waste Organics RCRA Code: Not reported Meth Code: H132-Landfill Or Surface Impoundment That Will Be Closed As Landfill(To Include On-Site Treatment And/Or Stabilization) Quantity Tons: 0.0015 Waste Quantity: 3 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported TC6651002.2s Page 295 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 Shipment Date: 20171017 Creation Date: 10/9/2018 18:30:56 Receipt Date: 20171023 Manifest ID: 017400968JJK Trans EPA ID: MNS000110924 Trans Name: STERICYCLE SPECIALTY WASTE SOLUTIONS INC(LA) Trans 2 EPA ID: MAD039322250 Trans 2 Name: CLEAN HARBORS ENV SERVICES TSDF EPA ID: UTD981552177 Trans Name: CLEAN HARBORS ARAGONITE LLC TSDF Alt EPA ID: NED981723513 TSDF Alt Name: CLEAN HARBORS KIMBALL Waste Code Description: 551 -Laboratory waste chemicals 561 Detergent and soap RCRA Code: Not reported Meth Code: H040-Incineration--Thermal Destruction Other Than Use As A Fuel Quantity Tons: 0.273 Waste Quantity: 546 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20171011 Creation Date: 10/16/2018 18:30:28 Receipt Date: 20171019 Manifest ID: 013289392JJK Trans EPA ID: CAL000190758 Trans Name: JANUS CORPORATION Trans 2 EPA ID: CAR000049064 Trans 2 Name: ECTI TSDF EPA ID: NVT330010000 Trans Name: US ECOLOGY TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 181 -Other inorganic solid waste Organics RCRA Code: Not reported Meth Code: H132-Landfill Or Surface Impoundment That Will Be Closed As Landfill(To Include On-Site Treatment And/Or Stabilization) Quantity Tons: 0.0075 Waste Quantity: 15 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20171004 Creation Date: 6/13/2018 18:31:10 Receipt Date: 20171013 Manifest ID: 017497037JJK Trans EPA ID: CAR000031211 Trans Name: CALIFORNIA HAZARDOUS SERVICES INC Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TC6651002.2s Page 296 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 TSDF EPA ID: CAT080013352 Trans Name: DEMENNO KERDOON TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 134-Aqueous solution with<10%total organic residues RCRA Code: D001 Meth Code: H039-Other Recovery Of Reclamation For Reuse Including Acid Regeneration,Organics Recovery Ect Quantity Tons: 0.231 Waste Quantity: 55 Quantity Unit: G Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20170915 Creation Date: 9/29/2018 18:30:10 Receipt Date: 20171004 Manifest ID: 014810500JJK Trans EPA ID: CAL000190758 Trans Name: JANUS CORPORATION Trans 2 EPA ID: CAR000049064 Trans 2 Name: ECTI TSDF EPA ID: NVT330010000 Trans Name: US ECOLOGY TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 181 -Other inorganic solid waste Organics RCRA Code: D008 Meth Code: H132-Landfill Or Surface Impoundment That Will Be Closed As Landfill(To Include On-Site Treatment And/Or Stabilization) Quantity Tons: 0.005 Waste Quantity: 10 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20170825 Creation Date: 10/5/2018 18:30:23 Receipt Date: 20170907 Manifest ID: 014810486JJK Trans EPA ID: CAL000190758 Trans Name: JANUS CORPORATION Trans 2 EPA ID: CAR000049064 Trans 2 Name: ECTI TSDF EPA ID: NVT330010000 Trans Name: US ECOLOGY TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 181 -Other inorganic solid waste Organics RCRA Code: D008 Meth Code: H132-Landfill Or Surface Impoundment That Will Be Closed As TC6651002.2s Page 297 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 Landfill(To Include On-Site Treatment And/Or Stabilization) Quantity Tons: 0.005 Waste Quantity: 10 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20170718 Creation Date: 9/28/2018 18:30:17 Receipt Date: 20170802 Manifest ID: 014810459JJK Trans EPA ID: CAL000190758 Trans Name: JANUS CORPORATION Trans 2 EPA ID: CAR000049064 Trans 2 Name: ECTI TSDF EPA ID: NVT330010000 Trans Name: US ECOLOGY TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 181 -Other inorganic solid waste Organics RCRA Code: D008 Meth Code: H132-Landfill Or Surface Impoundment That Will Be Closed As Landfill(To Include On-Site Treatment And/Or Stabilization) Quantity Tons: 0.02 Waste Quantity: 40 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Additional Info: Year: 2011 Gen EPA ID: CAL000316673 Shipment Date: 20110913 Creation Date: 11/12/2011 18:30:11 Receipt Date: 20110915 Manifest ID: 005728839JJK Trans EPA ID: CAD982030173 Trans Name: ECOLOGY CONTROL INDUSTRIES(MONTCLAIR) Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD028409019 Trans Name: CROSBY&OVERTON TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 352-Other organic solids RCRA Code: Not reported Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.075 Waste Quantity: 150 TC6651002.2s Page 298 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20110913 Creation Date: 11/12/2011 18:30:11 Receipt Date: 20110915 Manifest ID: 005728839JJK Trans EPA ID: CAD982030173 Trans Name: ECOLOGY CONTROL INDUSTRIES(MONTCLAIR) Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD028409019 Trans Name: CROSBY&OVERTON TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 331 -Off-specification,aged,or surplus organics RCRA Code: D001 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.33 Waste Quantity: 100 Quantity Unit: G Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20110913 Creation Date: 11/12/2011 18:30:11 Receipt Date: 20110915 Manifest ID: 005728839JJK Trans EPA ID: CAD982030173 Trans Name: ECOLOGY CONTROL INDUSTRIES(MONTCLAIR) Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD028409019 Trans Name: CROSBY&OVERTON TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 221 -Waste oil and mixed oil RCRA Code: Not reported Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.152 Waste Quantity: 40 Quantity Unit: G Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported TC6651002.2s Page 299 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 Shipment Date: 20110913 Creation Date: 11/12/2011 18:30:11 Receipt Date: 20110915 Manifest ID: 005728839JJK Trans EPA ID: CAD982030173 Trans Name: ECOLOGY CONTROL INDUSTRIES(MONTCLAIR) Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD028409019 Trans Name: CROSBY&OVERTON TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 551 -Laboratory waste chemicals 561 Detergent and soap RCRA Code: D001 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.015 Waste Quantity: 30 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20110815 Creation Date: 10/19/2011 18:30:31 Receipt Date: 20110816 Manifest ID: 008368195JJK Trans EPA ID: CAR000209023 Trans Name: CALIFORNIA HAZARDOUS SERVICES Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD028409019 Trans Name: CROSBY&OVERTON INC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 221 -Waste oil and mixed oil RCRA Code: Not reported Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.152 Waste Quantity: 40 Quantity Unit: G Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20110404 Creation Date: Not reported Receipt Date: Not reported Manifest ID: 007299737JJK Trans EPA ID: CAD982030173 Trans Name: ECOLOGY CONTROL INDUSTRIES(MONTCLAIR) Trans 2 EPA ID: Not reported TC6651002.2s Page 300 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 Trans 2 Name: Not reported TSDF EPA ID: CAD028409019 Trans Name: CROSBY&OVERTON TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 551 -Laboratory waste chemicals 561 Detergent and soap RCRA Code: D002 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.005 Waste Quantity: 10 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20110404 Creation Date: Not reported Receipt Date: Not reported Manifest ID: 007299737JJK Trans EPA ID: CAD982030173 Trans Name: ECOLOGY CONTROL INDUSTRIES(MONTCLAIR) Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD028409019 Trans Name: CROSBY&OVERTON TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 551 -Laboratory waste chemicals 561 Detergent and soap RCRA Code: Not reported Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.015 Waste Quantity: 30 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20110404 Creation Date: 8/15/2012 16:24:28 Receipt Date: 20110406 Manifest ID: 007299737JJK Trans EPA ID: CAD982030173 Trans Name: ECOLOGY CONTROL INDUSTRIES(MONTCLAIR) Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD028409019 Trans Name: CROSBY&OVERTON TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 551 -Laboratory waste chemicals 561 Detergent and soap RCRA Code: D002 TC6651002.2s Page 301 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.005 Waste Quantity: 10 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20110404 Creation Date: 8/15/2012 16:24:28 Receipt Date: 20110406 Manifest ID: 007299737JJK Trans EPA ID: CAD982030173 Trans Name: ECOLOGY CONTROL INDUSTRIES(MONTCLAIR) Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD028409019 Trans Name: CROSBY&OVERTON TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 551 -Laboratory waste chemicals 561 Detergent and soap RCRA Code: D002 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.075 Waste Quantity: 150 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20110404 Creation Date: 8/15/2012 16:24:28 Receipt Date: 20110406 Manifest ID: 007299737JJK Trans EPA ID: CAD982030173 Trans Name: ECOLOGY CONTROL INDUSTRIES(MONTCLAIR) Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD028409019 Trans Name: CROSBY&OVERTON TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 221 -Waste oil and mixed oil RCRA Code: Not reported Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.38 Waste Quantity: 100 Quantity Unit: G Additional Code 1: Not reported Additional Code 2: Not reported TC6651002.2s Page 302 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Additional Info: Year: 2009 Gen EPA ID: CAL000316673 Shipment Date: 20090918 Creation Date: Not reported Receipt Date: Not reported Manifest ID: 002347328JJK Trans EPA ID: CAD982030173 Trans Name: ECOLOGY CONTROL INDUSTRIES(MONTCLAIR) Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD028409019 Trans Name: CROSBY&OVERTON TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 551 -Laboratory waste chemicals 561 Detergent and soap RCRA Code: D002 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.005 Waste Quantity: 10 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20090918 Creation Date: 12/30/2010 9:08:42 Receipt Date: 20090923 Manifest ID: 002347328JJK Trans EPA ID: CAD982030173 Trans Name: ECOLOGY CONTROL INDUSTRIES(MONTCLAIR) Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD028409019 Trans Name: CROSBY&OVERTON TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 221 -Waste oil and mixed oil RCRA Code: Not reported Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.038 Waste Quantity: 10 Quantity Unit: G Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported TC6651002.2s Page 303 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 Shipment Date: 20090918 Creation Date: 12/30/2010 9:08:42 Receipt Date: 20090923 Manifest ID: 002347328JJK Trans EPA ID: CAD982030173 Trans Name: ECOLOGY CONTROL INDUSTRIES(MONTCLAIR) Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD028409019 Trans Name: CROSBY&OVERTON TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 331 -Off-specification,aged,or surplus organics RCRA Code: D001 Meth Code: H061 -Fuel Blending Prior To Energy Recovery At Another Site Quantity Tons: 0.5445 Waste Quantity: 165 Quantity Unit: G Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20090918 Creation Date: Not reported Receipt Date: Not reported Manifest ID: 002347328JJK Trans EPA ID: CAD982030173 Trans Name: ECOLOGY CONTROL INDUSTRIES(MONTCLAIR) Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD028409019 Trans Name: CROSBY&OVERTON TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 551 -Laboratory waste chemicals 561 Detergent and soap RCRA Code: D002 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.005 Waste Quantity: 10 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20090508 Creation Date: 12/30/2010 9:06:03 Receipt Date: 20090513 Manifest ID: 005361758JJK Trans EPA ID: CAD982030173 Trans Name: ECOLOGY CONTROL INDUSTRIES(MONTCLAIR) Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TC6651002.2s Page 304 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 TSDF EPA ID: CAD028409019 Trans Name: CROSBY&OVERTON TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 135-Unspecified aqueous solution RCRA Code: Not reported Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.21 Waste Quantity: 50 Quantity Unit: G Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20090508 Creation Date: 12/30/2010 9:06:03 Receipt Date: 20090513 Manifest ID: 005361758JJK Trans EPA ID: CAD982030173 Trans Name: ECOLOGY CONTROL INDUSTRIES(MONTCLAIR) Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD028409019 Trans Name: CROSBY&OVERTON TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 221 -Waste oil and mixed oil RCRA Code: Not reported Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.152 Waste Quantity: 40 Quantity Unit: G Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20090508 Creation Date: Not reported Receipt Date: Not reported Manifest ID: 005361758JJK Trans EPA ID: CAD982030173 Trans Name: ECOLOGY CONTROL INDUSTRIES(MONTCLAIR) Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD028409019 Trans Name: CROSBY&OVERTON TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 551 -Laboratory waste chemicals 561 Detergent and soap RCRA Code: Not reported Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No TC6651002.2s Page 305 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.05 Waste Quantity: 100 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20090508 Creation Date: 12/30/2010 9:06:03 Receipt Date: 20090513 Manifest ID: 005361758JJK Trans EPA ID: CAD982030173 Trans Name: ECOLOGY CONTROL INDUSTRIES(MONTCLAIR) Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD028409019 Trans Name: CROSBY&OVERTON TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 221 -Waste oil and mixed oil RCRA Code: Not reported Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.152 Waste Quantity: 40 Quantity Unit: G Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20090508 Creation Date: Not reported Receipt Date: Not reported Manifest ID: 005361758JJK Trans EPA ID: CAD982030173 Trans Name: ECOLOGY CONTROL INDUSTRIES(MONTCLAIR) Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD028409019 Trans Name: CROSBY&OVERTON TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 223-Unspecified oil-containing waste RCRA Code: Not reported Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.15 Waste Quantity: 300 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported TC6651002.2s Page 306 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20090508 Creation Date: Not reported Receipt Date: Not reported Manifest ID: 005361758JJK Trans EPA ID: CAD982030173 Trans Name: ECOLOGY CONTROL INDUSTRIES(MONTCLAIR) Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD028409019 Trans Name: CROSBY&OVERTON TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 181 -Other inorganic solid waste Organics RCRA Code: D008 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.015 Waste Quantity: 30 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Additional Info: Year: 2008 Gen EPA ID: CAL000316673 Shipment Date: 20080721 Creation Date: 8/15/2012 16:22:33 Receipt Date: 20080730 Manifest ID: 004100011JJK Trans EPA ID: CAD982030173 Trans Name: ECOLOGY CONTROL INDUSTRIES(MONTCLAIR) Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD028409019 Trans Name: CROSBY&OVERTON TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 331 -Off-specification,aged,or surplus organics RCRA Code: D001 Meth Code: H061 -Fuel Blending Prior To Energy Recovery At Another Site Quantity Tons: 0.495 Waste Quantity: 150 Quantity Unit: G Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20080721 TC6651002.2s Page 307 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 Creation Date: 8/15/2012 16:22:33 Receipt Date: 20080730 Manifest ID: 004100011JJK Trans EPA ID: CAD982030173 Trans Name: ECOLOGY CONTROL INDUSTRIES(MONTCLAIR) Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD028409019 Trans Name: CROSBY&OVERTON TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 221 -Waste oil and mixed oil RCRA Code: Not reported Meth Code: H061 -Fuel Blending Prior To Energy Recovery At Another Site Quantity Tons: 0.209 Waste Quantity: 55 Quantity Unit: G Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20080721 Creation Date: 8/15/2012 16:22:33 Receipt Date: 20080730 Manifest ID: 004100011JJK Trans EPA ID: CAD982030173 Trans Name: ECOLOGY CONTROL INDUSTRIES(MONTCLAIR) Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD028409019 Trans Name: CROSBY&OVERTON TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 725-Liquids with mercury>20 mg/I RCRA Code: D009 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.02 Waste Quantity: 40 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20080721 Creation Date: Not reported Receipt Date: Not reported Manifest ID: 004100011JJK Trans EPA ID: CAD982030173 Trans Name: ECOLOGY CONTROL INDUSTRIES(MONTCLAIR) Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD028409019 TC6651002.2s Page 308 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 Trans Name: CROSBY&OVERTON TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 551 -Laboratory waste chemicals 561 Detergent and soap RCRA Code: D007 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.005 Waste Quantity: 10 Quantity Unit: P Additional Code 1: D002 Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20080721 Creation Date: 8/15/2012 16:22:51 Receipt Date: 20080729 Manifest ID: 004100053JJK Trans EPA ID: CAD982030173 Trans Name: ECOLOGY CONTROL INDUSTRIES(MONTCLAIR) Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD008302903 Trans Name: VEOLIA ES TECHNICAL SOLUTIONS LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 214-Unspecified solvent mixture RCRA Code: F003 Meth Code: H061 -Fuel Blending Prior To Energy Recovery At Another Site Quantity Tons: 0.036 Waste Quantity: 10 Quantity Unit: G Additional Code 1: D001 Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20080721 Creation Date: Not reported Receipt Date: Not reported Manifest ID: 004100011JJK Trans EPA ID: CAD982030173 Trans Name: ECOLOGY CONTROL INDUSTRIES(MONTCLAIR) Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD028409019 Trans Name: CROSBY&OVERTON TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 352-Other organic solids RCRA Code: Not reported Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.075 TC6651002.2s Page 309 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 Waste Quantity: 150 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20080721 Creation Date: Not reported Receipt Date: Not reported Manifest ID: 004100011JJK Trans EPA ID: CAD982030173 Trans Name: ECOLOGY CONTROL INDUSTRIES(MONTCLAIR) Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD028409019 Trans Name: CROSBY&OVERTON TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 551 -Laboratory waste chemicals 561 Detergent and soap RCRA Code: D001 Meth Code: H 141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.075 Waste Quantity: 150 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20080721 Creation Date: 8/15/2012 16:22:33 Receipt Date: 20080730 Manifest ID: 004100011JJK Trans EPA ID: CAD982030173 Trans Name: ECOLOGY CONTROL INDUSTRIES(MONTCLAIR) Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD028409019 Trans Name: CROSBY&OVERTON TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 331 -Off-specification,aged,or surplus organics RCRA Code: D001 Meth Code: H061 -Fuel Blending Prior To Energy Recovery At Another Site Quantity Tons: 0.099 Waste Quantity: 30 Quantity Unit: G Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported TC6651002.2s Page 310 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 Additional Info: Year: 2007 Gen EPA ID: CAL000316673 Shipment Date: 20071207 Creation Date: 3/5/2008 18:30:14 Receipt Date: 20071212 Manifest ID: 004099893JJK Trans EPA ID: CAD982030173 Trans Name: ECOLOGY CONTROL INDUSTRIES(MONTCLAIR) Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD028409019 Trans Name: CROSBY&OVERTON TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 331 -Off-specification,aged,or surplus organics RCRA Code: D001 Meth Code: H061 -Fuel Blending Prior To Energy Recovery At Another Site Quantity Tons: 0.297 Waste Quantity: 90 Quantity Unit: G Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20070727 Creation Date: 1/8/2008 18:30:16 Receipt Date: 20070801 Manifest ID: 002378064JJK Trans EPA ID: CAD982030173 Trans Name: ECOLOGY CONTROL INDUSTRIES(MONTCLAIR) Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD028409019 Trans Name: CROSBY&OVERTON TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 331 -Off-specification,aged,or surplus organics RCRA Code: D001 Meth Code: H061 -Fuel Blending Prior To Energy Recovery At Another Site Quantity Tons: 0.33 Waste Quantity: 100 Quantity Unit: G Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20070727 Creation Date: 1/8/2008 18:30:16 Receipt Date: 20070801 Manifest ID: 002378064JJK Trans EPA ID: CAD982030173 TC6651002.2s Page 311 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 Trans Name: ECOLOGY CONTROL INDUSTRIES(MONTCLAIR) Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD028409019 Trans Name: CROSBY&OVERTON TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 141 -Off-specification,aged,or surplus inorganics RCRA Code: D002 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.015 Waste Quantity: 30 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20070308 Creation Date: 9/20/2007 18:30:30 Receipt Date: 20070314 Manifest ID: 002129205JJK Trans EPA ID: CAD982030173 Trans Name: ECOLOGY CONTROL INDUSTRIES(MONTCLAIR) Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD028409019 Trans Name: CROSBY&OVERTON TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 221 -Waste oil and mixed oil RCRA Code: Not reported Meth Code: H061 -Fuel Blending Prior To Energy Recovery At Another Site Quantity Tons: 0.019 Waste Quantity: 5 Quantity Unit: G Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20070308 Creation Date: 9/20/2007 18:30:30 Receipt Date: 20070314 Manifest ID: 002129205JJK Trans EPA ID: CAD982030173 Trans Name: ECOLOGY CONTROL INDUSTRIES(MONTCLAIR) Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD028409019 Trans Name: CROSBY&OVERTON TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 181 -Other inorganic solid waste Organics TC6651002.2s Page 312 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 RCRA Code: D008 Meth Code: H 141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.05 Waste Quantity: 100 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20070308 Creation Date: 9/20/2007 18:30:30 Receipt Date: 20070314 Manifest ID: 002129205JJK Trans EPA ID: CAD982030173 Trans Name: ECOLOGY CONTROL INDUSTRIES(MONTCLAIR) Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD028409019 Trans Name: CROSBY&OVERTON TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 331 -Off-specification,aged,or surplus organics RCRA Code: D001 Meth Code: H061 -Fuel Blending Prior To Energy Recovery At Another Site Quantity Tons: 0.33 Waste Quantity: 100 Quantity Unit: G Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20070308 Creation Date: 9/20/2007 18:30:30 Receipt Date: 20070314 Manifest ID: 002129205JJK Trans EPA ID: CAD982030173 Trans Name: ECOLOGY CONTROL INDUSTRIES(MONTCLAIR) Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD028409019 Trans Name: CROSBY&OVERTON TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 551 -Laboratory waste chemicals 561 Detergent and soap RCRA Code: D002 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.01 Waste Quantity: 20 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported TC6651002.2s Page 313 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Additional Info: Year: 2013 Gen EPA ID: CAL000316673 Shipment Date: 20131231 Creation Date: Not reported Receipt Date: Not reported Manifest ID: 012157409JJK Trans EPA ID: CAR000172460 Trans Name: ENVIRONMENTAL LOGISTICS INC Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD982444481 Trans Name: FILTER RECYCLING SERVICES INC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 331 -Off-specification,aged,or surplus organics RCRA Code: Not reported Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.0033 Waste Quantity: 1 Quantity Unit: G Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20131231 Creation Date: 4/7/2014 22:15:09 Receipt Date: 20140103 Manifest ID: 012157409JJK Trans EPA ID: CAR000172460 Trans Name: ENVIRONMENTAL LOGISTICS INC Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD982444481 Trans Name: FILTER RECYCLING SERVICES INC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 343-Unspecified organic liquid mixture RCRA Code: Not reported Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.374 Waste Quantity: 110 Quantity Unit: G Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported TC6651002.2s Page 314 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 Shipment Date: 20131231 Creation Date: 4/7/2014 22:15:09 Receipt Date: 20140103 Manifest ID: 012157409JJK Trans EPA ID: CAR000172460 Trans Name: ENVIRONMENTAL LOGISTICS INC Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD982444481 Trans Name: FILTER RECYCLING SERVICES INC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 352-Other organic solids RCRA Code: Not reported Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.0125 Waste Quantity: 25 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20131231 Creation Date: 4/7/2014 22:15:09 Receipt Date: 20140103 Manifest ID: 012157409JJK Trans EPA ID: CAR000172460 Trans Name: ENVIRONMENTAL LOGISTICS INC Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD982444481 Trans Name: FILTER RECYCLING SERVICES INC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 223-Unspecified oil-containing waste RCRA Code: Not reported Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.02085 Waste Quantity: 5 Quantity Unit: G Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20131231 Creation Date: 4/7/2014 22:15:09 Receipt Date: 20140103 Manifest ID: 012157409JJK Trans EPA ID: CAR000172460 Trans Name: ENVIRONMENTAL LOGISTICS INC Trans 2 EPA ID: Not reported TC6651002.2s Page 315 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 Trans 2 Name: Not reported TSDF EPA ID: CAD982444481 Trans Name: FILTER RECYCLING SERVICES INC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 352-Other organic solids RCRA Code: Not reported Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.0025 Waste Quantity: 5 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20131231 Creation Date: 7/3/2014 22:15:07 Receipt Date: 20140210 Manifest ID: 011439771JJK Trans EPA ID: CAR000172460 Trans Name: ENVIRONMENTAL LOGISTICS INC Trans 2 EPA ID: NJD986607380 Trans 2 Name: MAUMEE EXPRESS INC TSDF EPA ID: MOD981123391 Trans Name: HAZMAT INC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 141 -Off-specification,aged,or surplus inorganics RCRA Code: D002 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.0025 Waste Quantity: 5 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20130520 Creation Date: 8/6/2013 22:15:08 Receipt Date: 20130528 Manifest ID: 011134215JJK Trans EPA ID: CAR000172460 Trans Name: ENVIRONMENTAL LOGISTICS INC Trans 2 EPA ID: MAD039322250 Trans 2 Name: CLEAN HARBORS ENV SVS TSDF EPA ID: CAD044429835 Trans Name: CLEAN HARBORS WILMINGTON LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 551 -Laboratory waste chemicals 561 Detergent and soap RCRA Code: D001 TC6651002.2s Page 316 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.00417 Waste Quantity: 1 Quantity Unit: G Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20130520 Creation Date: 7/28/2013 22:15:09 Receipt Date: 20130522 Manifest ID: 011439555JJK Trans EPA ID: CAR000172460 Trans Name: ENVIRONMENTAL LOGISTICS INC Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD982444481 Trans Name: FILTER RECYCLING SERVICES INC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 223-Unspecified oil-containing waste RCRA Code: Not reported Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.1251 Waste Quantity: 30 Quantity Unit: G Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20130520 Creation Date: 7/28/2013 22:15:09 Receipt Date: 20130522 Manifest ID: 011439555JJK Trans EPA ID: CAR000172460 Trans Name: ENVIRONMENTAL LOGISTICS INC Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD982444481 Trans Name: FILTER RECYCLING SERVICES INC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 352-Other organic solids RCRA Code: Not reported Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.1375 Waste Quantity: 275 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported TC6651002.2s Page 317 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20130520 Creation Date: 7/28/2013 22:15:09 Receipt Date: 20130522 Manifest ID: 011439546JJK Trans EPA ID: CAR000172460 Trans Name: ENVIRONMENTAL LOGISTICS INC Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD982444481 Trans Name: FILTER RECYCLING SERVICES INC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 513-Empty containers less than 30 gallons RCRA Code: Not reported Meth Code: H039-Other Recovery Of Reclamation For Reuse Including Acid Regeneration,Organics Recovery Ect Quantity Tons: 0.025 Waste Quantity: 50 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Additional Info: Year: 2010 Gen EPA ID: CAL000316673 Shipment Date: 20100909 Creation Date: 8/15/2012 16:23:25 Receipt Date: 20100915 Manifest ID: 005726761JJK Trans EPA ID: CAD982030173 Trans Name: ECOLOGY CONTROL INDUSTRIES(MONTCLAIR) Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD028409019 Trans Name: CROSBY&OVERTON TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 331 -Off-specification,aged,or surplus organics RCRA Code: D001 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.495 Waste Quantity: 150 Quantity Unit: G Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported TC6651002.2s Page 318 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 Shipment Date: 20100909 Creation Date: Not reported Receipt Date: Not reported Manifest ID: 005726761JJK Trans EPA ID: CAD982030173 Trans Name: ECOLOGY CONTROL INDUSTRIES(MONTCLAIR) Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD028409019 Trans Name: CROSBY&OVERTON TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 551 -Laboratory waste chemicals 561 Detergent and soap RCRA Code: Not reported Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.025 Waste Quantity: 50 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20100909 Creation Date: 8/15/2012 16:23:25 Receipt Date: 20100915 Manifest ID: 005726761JJK Trans EPA ID: CAD982030173 Trans Name: ECOLOGY CONTROL INDUSTRIES(MONTCLAIR) Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD028409019 Trans Name: CROSBY&OVERTON TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 551 -Laboratory waste chemicals 561 Detergent and soap RCRA Code: D001 Meth Code: H061 -Fuel Blending Prior To Energy Recovery At Another Site Quantity Tons: 0.075 Waste Quantity: 150 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20100909 Creation Date: 8/15/2012 16:23:25 Receipt Date: 20100915 Manifest ID: 005726761JJK Trans EPA ID: CAD982030173 Trans Name: ECOLOGY CONTROL INDUSTRIES(MONTCLAIR) Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TC6651002.2s Page 319 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 TSDF EPA ID: CAD028409019 Trans Name: CROSBY&OVERTON TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 352-Other organic solids RCRA Code: Not reported Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.15 Waste Quantity: 300 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20100909 Creation Date: 8/15/2012 16:23:25 Receipt Date: 20100915 Manifest ID: 005726761JJK Trans EPA ID: CAD982030173 Trans Name: ECOLOGY CONTROL INDUSTRIES(MONTCLAIR) Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD028409019 Trans Name: CROSBY&OVERTON TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 221 -Waste oil and mixed oil RCRA Code: Not reported Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.114 Waste Quantity: 30 Quantity Unit: G Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20100401 Creation Date: Not reported Receipt Date: Not reported Manifest ID: 005728133JJK Trans EPA ID: CAD982030173 Trans Name: ECOLOGY CONTROL INDUSTRIES(MONTCLAIR) Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD028409019 Trans Name: CROSBY&OVERTON TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 551 -Laboratory waste chemicals 561 Detergent and soap RCRA Code: Not reported Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No TC6651002.2s Page 320 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.01 Waste Quantity: 20 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20100401 Creation Date: 8/15/2012 16:24:00 Receipt Date: 20100407 Manifest ID: 005728133JJK Trans EPA ID: CAD982030173 Trans Name: ECOLOGY CONTROL INDUSTRIES(MONTCLAIR) Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD028409019 Trans Name: CROSBY&OVERTON TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 551 -Laboratory waste chemicals 561 Detergent and soap RCRA Code: D002 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.005 Waste Quantity: 10 Quantity Unit: P Additional Code 1: D001 Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20100401 Creation Date: 8/15/2012 16:24:00 Receipt Date: 20100407 Manifest ID: 005728133JJK Trans EPA ID: CAD982030173 Trans Name: ECOLOGY CONTROL INDUSTRIES(MONTCLAIR) Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD028409019 Trans Name: CROSBY&OVERTON TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 551 -Laboratory waste chemicals 561 Detergent and soap RCRA Code: D001 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.02 Waste Quantity: 40 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported TC6651002.2s Page 321 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20100401 Creation Date: Not reported Receipt Date: Not reported Manifest ID: 005728133JJK Trans EPA ID: CAD982030173 Trans Name: ECOLOGY CONTROL INDUSTRIES(MONTCLAIR) Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD028409019 Trans Name: CROSBY&OVERTON TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 725-Liquids with mercury>20 mg/I RCRA Code: D009 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.0075 Waste Quantity: 15 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20100401 Creation Date: 8/15/2012 16:24:00 Receipt Date: 20100407 Manifest ID: 005728133JJK Trans EPA ID: CAD982030173 Trans Name: ECOLOGY CONTROL INDUSTRIES(MONTCLAIR) Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD028409019 Trans Name: CROSBY&OVERTON TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 331 -Off-specification,aged,or surplus organics RCRA Code: D001 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.33 Waste Quantity: 100 Quantity Unit: G Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Additional Info: Year: 2015 Gen EPA ID: CAL000316673 TC6651002.2s Page 322 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 Shipment Date: 20151120 Creation Date: 1/21/2016 22:16:16 Receipt Date: 20151124 Manifest ID: 015033003JJK Trans EPA ID: CAR000172460 Trans Name: ENVIRONMENTAL LOGISTICS INC Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD982444481 Trans Name: FILTER RECYCLING SERVICES INC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 551 -Laboratory waste chemicals 561 Detergent and soap RCRA Code: Not reported Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.001 Waste Quantity: 2 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20151120 Creation Date: Not reported Receipt Date: Not reported Manifest ID: 015033852JJK Trans EPA ID: CAR000172460 Trans Name: ENVIRONMENTAL LOGISTICS INC Trans 2 EPA ID: MAD039322250 Trans 2 Name: CLEAN HARBORS TSDF EPA ID: ARD069748192 Trans Name: CLEAN HARBORS EL DORADO LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 551 -Laboratory waste chemicals 561 Detergent and soap RCRA Code: D001 Meth Code: H040-Incineration--Thermal Destruction Other Than Use As A Fuel Quantity Tons: 0.00417 Waste Quantity: 1 Quantity Unit: G Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20151120 Creation Date: 1/21/2016 22:16:16 Receipt Date: 20151124 Manifest ID: 015033003JJK Trans EPA ID: CAR000172460 Trans Name: ENVIRONMENTAL LOGISTICS INC Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TC6651002.2s Page 323 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 TSDF EPA ID: CAD982444481 Trans Name: FILTER RECYCLING SERVICES INC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 551 -Laboratory waste chemicals 561 Detergent and soap RCRA Code: Not reported Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.00417 Waste Quantity: 1 Quantity Unit: G Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20151120 Creation Date: 9/29/2016 18:33:11 Receipt Date: 20151213 Manifest ID: 015033852JJK Trans EPA ID: CAR000172460 Trans Name: ENVIRONMENTAL LOGISTICS INC Trans 2 EPA ID: MAD039322250 Trans 2 Name: CLEAN HARBORS TSDF EPA ID: ARD069748192 Trans Name: CLEAN HARBORS EL DORADO LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 551 -Laboratory waste chemicals 561 Detergent and soap RCRA Code: D002 Meth Code: H040-Incineration--Thermal Destruction Other Than Use As A Fuel Quantity Tons: 0.00417 Waste Quantity: 1 Quantity Unit: G Additional Code 1: D001 Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20151120 Creation Date: 9/29/2016 18:33:11 Receipt Date: 20151213 Manifest ID: 015033852JJK Trans EPA ID: CAR000172460 Trans Name: ENVIRONMENTAL LOGISTICS INC Trans 2 EPA ID: MAD039322250 Trans 2 Name: CLEAN HARBORS TSDF EPA ID: ARD069748192 Trans Name: CLEAN HARBORS EL DORADO LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 551 -Laboratory waste chemicals 561 Detergent and soap RCRA Code: D002 Meth Code: H040-Incineration--Thermal Destruction Other Than Use As A Fuel Quantity Tons: 0.00417 TC6651002.2s Page 324 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 Waste Quantity: 1 Quantity Unit: G Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20151120 Creation Date: Not reported Receipt Date: Not reported Manifest ID: 015033852JJK Trans EPA ID: CAR000172460 Trans Name: ENVIRONMENTAL LOGISTICS INC Trans 2 EPA ID: MAD039322250 Trans 2 Name: CLEAN HARBORS TSDF EPA ID: ARD069748192 Trans Name: CLEAN HARBORS EL DORADO LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 551 -Laboratory waste chemicals 561 Detergent and soap RCRA Code: Not reported Meth Code: H040-Incineration--Thermal Destruction Other Than Use As A Fuel Quantity Tons: 0.00417 Waste Quantity: 1 Quantity Unit: G Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20151103 Creation Date: 5/12/2016 9:59:35 Receipt Date: 20151201 Manifest ID: 015033711JJK Trans EPA ID: CAR000172460 Trans Name: ENVIRONMENTAL LOGISTICS INC Trans 2 EPA ID: MAD039322250 Trans 2 Name: CLEAN HARBORS TSDF EPA ID: ARD069748192 Trans Name: CLEAN HARBORS EL DORADO LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 551 -Laboratory waste chemicals 561 Detergent and soap RCRA Code: D001 Meth Code: H040-Incineration--Thermal Destruction Other Than Use As A Fuel Quantity Tons: 1.4178 Waste Quantity: 340 Quantity Unit: G Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20151103 TC6651002.2s Page 325 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 Creation Date: 1/11/2016 22:16:27 Receipt Date: 20151106 Manifest ID: 015033708JJK Trans EPA ID: CAR000172460 Trans Name: ENVIRONMENTAL LOGISTICS INC Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD982444481 Trans Name: FILTER RECYCLING SERVICES INC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 352-Other organic solids RCRA Code: Not reported Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.0275 Waste Quantity: 55 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20151103 Creation Date: 1/11/2016 22:16:27 Receipt Date: 20151106 Manifest ID: 015033708JJK Trans EPA ID: CAR000172460 Trans Name: ENVIRONMENTAL LOGISTICS INC Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD982444481 Trans Name: FILTER RECYCLING SERVICES INC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 221 -Waste oil and mixed oil RCRA Code: Not reported Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.038 Waste Quantity: 10 Quantity Unit: G Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20150727 Creation Date: 10/1/2015 22:15:21 Receipt Date: 20150729 Manifest ID: 014580177JJK Trans EPA ID: CAR000172460 Trans Name: ENVIRONMENTAL LOGISTICS INC Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TC6651002.2s Page 326 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 TSDF EPA ID: CAD982444481 Trans Name: FILTER RECYCLING SERVICES INC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 352-Other organic solids RCRA Code: Not reported Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.025 Waste Quantity: 50 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Additional Info: Year: 2012 Gen EPA ID: CAL000316673 Shipment Date: 20121130 Creation Date: 2/18/2013 22:15:20 Receipt Date: 20121217 Manifest ID: 010615147JJK Trans EPA ID: CAR000172460 Trans Name: ENVIRONMENTAL LOGISTICS INC Trans 2 EPA ID: MAD039322250 Trans 2 Name: CLEAN HARBORS ENV SVS TSDF EPA ID: CAD044429835 Trans Name: CLEAN HARBORS WILMINGTON LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 331 -Off-specification,aged,or surplus organics RCRA Code: D001 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.0066 Waste Quantity: 2 Quantity Unit: G Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20121130 Creation Date: 2/14/2013 22:15:16 Receipt Date: 20121203 Manifest ID: 008408981JJK Trans EPA ID: CAR000172460 Trans Name: ENVIRONMENTAL LOGISTICS INC Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD982444481 Trans Name: FILTER RECYCLING SERVICES INC TSDF Alt EPA ID: Not reported TC6651002.2s Page 327 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 TSDF Alt Name: Not reported Waste Code Description: 331 -Off-specification,aged,or surplus organics RCRA Code: Not reported Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.0075 Waste Quantity: 15 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20121130 Creation Date: 2/14/2013 22:15:16 Receipt Date: 20121203 Manifest ID: 008408981JJK Trans EPA ID: CAR000172460 Trans Name: ENVIRONMENTAL LOGISTICS INC Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD982444481 Trans Name: FILTER RECYCLING SERVICES INC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 352-Other organic solids RCRA Code: Not reported Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.01 Waste Quantity: 20 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20121130 Creation Date: 2/14/2013 22:15:16 Receipt Date: 20121203 Manifest ID: 008408981JJK Trans EPA ID: CAR000172460 Trans Name: ENVIRONMENTAL LOGISTICS INC Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD982444481 Trans Name: FILTER RECYCLING SERVICES INC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 221 -Waste oil and mixed oil RCRA Code: Not reported Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.019 Waste Quantity: 5 TC6651002.2s Page 328 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 Quantity Unit: G Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20121130 Creation Date: 2/14/2013 22:15:16 Receipt Date: 20121203 Manifest ID: 008408981JJK Trans EPA ID: CAR000172460 Trans Name: ENVIRONMENTAL LOGISTICS INC Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD982444481 Trans Name: FILTER RECYCLING SERVICES INC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 181 -Other inorganic solid waste Organics RCRA Code: Not reported Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.0025 Waste Quantity: 5 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20120611 Creation Date: 8/7/2012 22:15:26 Receipt Date: 20120612 Manifest ID: 010210598JJK Trans EPA ID: CAR000172460 Trans Name: ENVIRONMENTAL LOGISTICS INC Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD982444481 Trans Name: FILTER RECYCLING SERVICES INC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 352-Other organic solids RCRA Code: Not reported Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.0275 Waste Quantity: 55 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported TC6651002.2s Page 329 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 Shipment Date: 20120611 Creation Date: 8/7/2012 22:15:22 Receipt Date: 20120613 Manifest ID: 010210600JJK Trans EPA ID: CAR000172460 Trans Name: ENVIRONMENTAL LOGISTICS INC Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD028409019 Trans Name: CROSBY&OVERTON TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 551 -Laboratory waste chemicals 561 Detergent and soap RCRA Code: D011 Meth Code: H 141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.02085 Waste Quantity: 5 Quantity Unit: G Additional Code 1: D001 Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20120611 Creation Date: 8/7/2012 22:15:26 Receipt Date: 20120612 Manifest ID: 010210598JJK Trans EPA ID: CAR000172460 Trans Name: ENVIRONMENTAL LOGISTICS INC Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD982444481 Trans Name: FILTER RECYCLING SERVICES INC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 331 -Off-specification,aged,or surplus organics RCRA Code: Not reported Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.099 Waste Quantity: 30 Quantity Unit: G Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20120611 Creation Date: 8/7/2012 22:15:22 Receipt Date: 20120613 Manifest ID: 010210599JJK Trans EPA ID: CAR000172460 Trans Name: ENVIRONMENTAL LOGISTICS INC Trans 2 EPA ID: Not reported TC6651002.2s Page 330 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 Trans 2 Name: Not reported TSDF EPA ID: CAD028409019 Trans Name: CROSBY&OVERTON TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 551 -Laboratory waste chemicals 561 Detergent and soap RCRA Code: D002 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.0075 Waste Quantity: 15 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20120611 Creation Date: 8/7/2012 22:15:22 Receipt Date: 20120613 Manifest ID: 010210599JJK Trans EPA ID: CAR000172460 Trans Name: ENVIRONMENTAL LOGISTICS INC Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD028409019 Trans Name: CROSBY&OVERTON TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 551 -Laboratory waste chemicals 561 Detergent and soap RCRA Code: D011 Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.0025 Waste Quantity: 5 Quantity Unit: P Additional Code 1: D001 Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Additional Info: Year: 2016 Gen EPA ID: CAL000316673 Shipment Date: 20151120 Creation Date: 9/29/2016 18:33:11 Receipt Date: 20151213 Manifest ID: 015033852JJK Trans EPA ID: CAR000172460 Trans Name: ENVIRONMENTAL LOGISTICS INC Trans 2 EPA ID: MAD039322250 Trans 2 Name: CLEAN HARBORS TSDF EPA ID: ARD069748192 Trans Name: CLEAN HARBORS EL DORADO LLC TC6651002.2s Page 331 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 551 -Laboratory waste chemicals 561 Detergent and soap RCRA Code: D002 Meth Code: H040-Incineration--Thermal Destruction Other Than Use As A Fuel Quantity Tons: 0.00417 Waste Quantity: 1 Quantity Unit: G Additional Code 1: D001 Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20151120 Creation Date: Not reported Receipt Date: Not reported Manifest ID: 015033852JJK Trans EPA ID: CAR000172460 Trans Name: ENVIRONMENTAL LOGISTICS INC Trans 2 EPA ID: MAD039322250 Trans 2 Name: CLEAN HARBORS TSDF EPA ID: ARD069748192 Trans Name: CLEAN HARBORS EL DORADO LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 551 -Laboratory waste chemicals 561 Detergent and soap RCRA Code: D001 Meth Code: H040-Incineration--Thermal Destruction Other Than Use As A Fuel Quantity Tons: 0.00417 Waste Quantity: 1 Quantity Unit: G Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20151120 Creation Date: 1/21/2016 22:16:16 Receipt Date: 20151124 Manifest ID: 015033003JJK Trans EPA ID: CAR000172460 Trans Name: ENVIRONMENTAL LOGISTICS INC Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD982444481 Trans Name: FILTER RECYCLING SERVICES INC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 551 -Laboratory waste chemicals 561 Detergent and soap RCRA Code: Not reported Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.00417 Waste Quantity: 1 Quantity Unit: G TC6651002.2s Page 332 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20151120 Creation Date: 1/21/2016 22:16:16 Receipt Date: 20151124 Manifest ID: 015033003JJK Trans EPA ID: CAR000172460 Trans Name: ENVIRONMENTAL LOGISTICS INC Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD982444481 Trans Name: FILTER RECYCLING SERVICES INC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 551 -Laboratory waste chemicals 561 Detergent and soap RCRA Code: Not reported Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.001 Waste Quantity: 2 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20151120 Creation Date: 9/29/2016 18:33:11 Receipt Date: 20151213 Manifest ID: 015033852JJK Trans EPA ID: CAR000172460 Trans Name: ENVIRONMENTAL LOGISTICS INC Trans 2 EPA ID: MAD039322250 Trans 2 Name: CLEAN HARBORS TSDF EPA ID: ARD069748192 Trans Name: CLEAN HARBORS EL DORADO LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 551 -Laboratory waste chemicals 561 Detergent and soap RCRA Code: D002 Meth Code: H040-Incineration--Thermal Destruction Other Than Use As A Fuel Quantity Tons: 0.00417 Waste Quantity: 1 Quantity Unit: G Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20151120 Creation Date: Not reported TC6651002.2s Page 333 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 Receipt Date: Not reported Manifest ID: 015033852JJK Trans EPA ID: CAR000172460 Trans Name: ENVIRONMENTAL LOGISTICS INC Trans 2 EPA ID: MAD039322250 Trans 2 Name: CLEAN HARBORS TSDF EPA ID: ARD069748192 Trans Name: CLEAN HARBORS EL DORADO LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 551 -Laboratory waste chemicals 561 Detergent and soap RCRA Code: Not reported Meth Code: H040-Incineration--Thermal Destruction Other Than Use As A Fuel Quantity Tons: 0.00417 Waste Quantity: 1 Quantity Unit: G Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20151103 Creation Date: 1/11/2016 22:16:27 Receipt Date: 20151106 Manifest ID: 015033708JJK Trans EPA ID: CAR000172460 Trans Name: ENVIRONMENTAL LOGISTICS INC Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD982444481 Trans Name: FILTER RECYCLING SERVICES INC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 352-Other organic solids RCRA Code: Not reported Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.0275 Waste Quantity: 55 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20151103 Creation Date: 1/11/2016 22:16:27 Receipt Date: 20151106 Manifest ID: 015033708JJK Trans EPA ID: CAR000172460 Trans Name: ENVIRONMENTAL LOGISTICS INC Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD982444481 Trans Name: FILTER RECYCLING SERVICES INC TC6651002.2s Page 334 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 221 -Waste oil and mixed oil RCRA Code: Not reported Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.038 Waste Quantity: 10 Quantity Unit: G Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20151103 Creation Date: 5/12/2016 9:59:35 Receipt Date: 20151201 Manifest ID: 015033711JJK Trans EPA ID: CAR000172460 Trans Name: ENVIRONMENTAL LOGISTICS INC Trans 2 EPA ID: MAD039322250 Trans 2 Name: CLEAN HARBORS TSDF EPA ID: ARD069748192 Trans Name: CLEAN HARBORS EL DORADO LLC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 551 -Laboratory waste chemicals 561 Detergent and soap RCRA Code: D001 Meth Code: H040-Incineration--Thermal Destruction Other Than Use As A Fuel Quantity Tons: 1.4178 Waste Quantity: 340 Quantity Unit: G Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20150727 Creation Date: 10/1/2015 22:15:21 Receipt Date: 20150729 Manifest ID: 014580177JJK Trans EPA ID: CAR000172460 Trans Name: ENVIRONMENTAL LOGISTICS INC Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD982444481 Trans Name: FILTER RECYCLING SERVICES INC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 343-Unspecified organic liquid mixture RCRA Code: Not reported Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.187 Waste Quantity: 55 TC6651002.2s Page 335 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 Quantity Unit: G Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Additional Info: Year: 2014 Gen EPA ID: CAL000316673 Shipment Date: 20141215 Creation Date: 3/6/2015 22:15:05 Receipt Date: 20141217 Manifest ID: 013482056JJK Trans EPA ID: CAR000172460 Trans Name: ENVIRONMENTAL LOGISTICS INC Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD982444481 Trans Name: FILTER RECYCLING SERVICES INC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 352-Other organic solids RCRA Code: Not reported Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.03 Waste Quantity: 60 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20141215 Creation Date: 3/6/2015 22:15:05 Receipt Date: 20141217 Manifest ID: 013482056JJK Trans EPA ID: CAR000172460 Trans Name: ENVIRONMENTAL LOGISTICS INC Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD982444481 Trans Name: FILTER RECYCLING SERVICES INC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 221 -Waste oil and mixed oil RCRA Code: Not reported Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.057 Waste Quantity: 15 Quantity Unit: G Additional Code 1: Not reported Additional Code 2: Not reported TC6651002.2s Page 336 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20140811 Creation Date: 9/30/2014 22:15:08 Receipt Date: 20140812 Manifest ID: 013481512JJK Trans EPA ID: CAR000172460 Trans Name: ENVIRONMENTAL LOGISTICS INC Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD982444481 Trans Name: FILTER RECYCLING SERVICES INC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 352-Other organic solids RCRA Code: Not reported Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.0125 Waste Quantity: 25 Quantity Unit: P Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20140811 Creation Date: 9/30/2014 22:15:08 Receipt Date: 20140812 Manifest ID: 013481512JJK Trans EPA ID: CAR000172460 Trans Name: ENVIRONMENTAL LOGISTICS INC Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD982444481 Trans Name: FILTER RECYCLING SERVICES INC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 343-Unspecified organic liquid mixture RCRA Code: Not reported Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.255 Waste Quantity: 75 Quantity Unit: G Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20140616 Creation Date: 8/26/2014 22:15:12 Receipt Date: 20140625 TC6651002.2s Page 337 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 Manifest ID: 012769065JJK Trans EPA ID: CAR000209023 Trans Name: CALIFORNIA HAZARDOUS SERVICES INC Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAT080013352 Trans Name: DEMENNO KERDOON TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 134-Aqueous solution with<10%total organic residues RCRA Code: D001 Meth Code: H039-Other Recovery Of Reclamation For Reuse Including Acid Regeneration,Organics Recovery Ect Quantity Tons: 0.231 Waste Quantity: 55 Quantity Unit: G Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 20140508 Creation Date: 7/12/2014 22:15:07 Receipt Date: 20140509 Manifest ID: 012428034JJK Trans EPA ID: CAR000172460 Trans Name: ENVIRONMENTAL LOGISTICS INC Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD982444481 Trans Name: FILTER RECYCLING SERVICES INC TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 223-Unspecified oil-containing waste RCRA Code: Not reported Meth Code: H141 -Storage,Bulking,And/Or Transfer Off Site--No Treatment/Reovery(1-1010-1-1129)Or(H131-H135) Quantity Tons: 0.0417 Waste Quantity: 10 Quantity Unit: G Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported CERS: Name: ORANGE COUNTY GLOBAL MEDICAL CENTER Address: 1001 N TUSTIN AVE City,State,Zip: SANTA ANA,CA 92705 Site ID: 413556 CERS ID: 10558528 CERS Description: Chemical Storage Facilities Violations: Site ID: 413556 TC6651002.2s Page 338 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 Site Name: ORANGE COUNTY GLOBAL MEDICAL CENTER Violation Date: 12-19-2013 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 07/09/2015.The following items were missing on the electronically submitted site map:Failure to label map with Business Name and Address Failure to label or identify hazardous materials storage areas Failure to identify location of building exits Failure to identify multiple stories of building Violation Division: Orange County Environmental Health Violation Program: HMRRP Violation Source: CERS Site ID: 413556 Site Name: ORANGE COUNTY GLOBAL MEDICAL CENTER Violation Date: 01-19-2017 Citation: HSC 6.7 Multiple-California Health and Safety Code,Chapter 6.7, Section(s)Multiple Violation Description: UST Program-Administration/Documentation-General-Must include violation description,proper statute and regulation citation in the "comment'section. Violation Notes: Returned to compliance on 02/14/2017. UPC forms completed on the CERS portal are not accurate. Refer to the CERS portal for regulator comments and make the necessary corrections that have been requested. Correct the violation within 30 days. Violation Division: Orange County Environmental Health Violation Program: UST Violation Source: CERS Site ID: 413556 Site Name: ORANGE COUNTY GLOBAL MEDICAL CENTER Violation Date: 01-13-2021 Citation: HSC 6.75 25299.30-25299.34-California Health and Safety Code, Chapter 6.75,Section(s)25299.30-25299.34 Violation Description: Failure to submit and maintain complete and current Certification of Financial Responsibility or other mechanism of financial assurance. Violation Notes: Returned to compliance on 02/05/2021.The Certification of Financial Responsibility(CFR)in CERS is expired;form is dated 9/20/2019.The business uploaded the updated CFR form in CERS at the time of inspection.Please submit the UST section via CERS within 30 days. Violation Division: Orange County Environmental Health Violation Program: UST Violation Source: CERS Site ID: 413556 Site Name: ORANGE COUNTY GLOBAL MEDICAL CENTER Violation Date: 01-13-2021 Citation: 23 CCR 16 2716(e)-California Code of Regulations,Title 23,Chapter 16,Section(s)2716(e) Violation Description: For designated operator(DO)monthly inspections conducted before October 1,2018,failure to comply with one or more of the following requirements:Be performed by an ICC certified DO.Inspect monthly alarm history report,check that alarms are documented and responded to appropriately,and attach a copy. Inspect for the presence of liquid/debris in spill containers.Inspect for the presence of TC6651002.2s Page 339 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 liquid/debris in under dispenser containment(UDC)and ensure that the monitoring equipment is positioned correctly. Inspect for liquid or debris in containment sumps where an alarm occurred with no service visit.Check that all testing and maintenance has been completed and documented.Verify that all facility employees have been trained in accordance with 23 CCR 2715(c).For designated operator(DO)30 day inspections conducted on and after October 1,2018,failure to conduct the designated UST operator visual inspection at least once every 30 days. Violation Notes: Returned to compliance on 01/13/2021.The Designated Operator(DO) inspection reports from the previous 12 months(1/27/2020- 12/30/2020)had inaccurate test dates for the last overfill prevention test.Reports indicated a test date of 12/20/2018,however correct test date was 12/5/2018.The DO inspection reports were amended by the DOs at the time of inspection.The violation was corrected. Violation Division: Orange County Environmental Health Violation Program: UST Violation Source: CERS Site ID: 413556 Site Name: ORANGE COUNTY GLOBAL MEDICAL CENTER Violation Date: 02-17-2015 Citation: HSC 6.7 25292(e)-California Health and Safety Code, Chapter 6.7, Section(s)25292(e) Violation Description: Failure to maintain secondary containment,as evidenced by failure of secondary containment testing. Violation Notes: Returned to compliance on 03/04/2015.The results of the SB989 test indicate the piping sump failed. Have the sump repaired and retested and submit the results to this agency.Submit plans to this agency if required for the repairs. Violation Division: Orange County Environmental Health Violation Program: UST Violation Source: CERS Site ID: 413556 Site Name: ORANGE COUNTY GLOBAL MEDICAL CENTER Violation Date: 01-13-2021 Citation: 23 CCR 16 2715(a)(1)(B)-California Code of Regulations,Title 23, Chapter 16,Section(s)2715(a)(1)(B) Violation Description: Failure to submit the G Designated Underground Storage Tank Operator Identification FormG within 30 days of installing a UST system or within 30 days of a change in DO. Violation Notes: Returned to compliance on 02/05/2021.The facility has changed Designated Operator(DO)and has not submitted an updated Designated UST Operator Identification Form via CERS.Please submit an updated Designated UST Operator Identification Form via CERS within 30 days. Violation Division: Orange County Environmental Health Violation Program: UST Violation Source: CERS Site ID: 413556 Site Name: ORANGE COUNTY GLOBAL MEDICAL CENTER Violation Date: 01-26-2021 Citation: 23 CCR 16 2712(b)(1)(G)-California Code of Regulations,Title 23, Chapter 16,Section(s)2712(b)(1)(G) Violation Description: Failure to comply with one or more of the following overfill prevention equipment requirements:Alert the transfer operator when TC6651002.2s Page 340 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 the tank is 90 percent full by restricting the flow into the tank or triggering an audible and visual alarm;or Restrict delivery of flow to the tank at least 30 minutes before the tank overfills,provided the restriction occurs when the tank is filled to no more than 95 percent of capacity;and activate an audible alarm at least five minutes before the tank overfills;or Provide positive shut-off of flow to the tank when the tank is filled to no more than 95 percent of capacity;or Provide positive shut-off of flow to the tank so that none of the fittings located on the top of the tank are exposed to product due to overfilling. Install/retrofit overfill prevention equipment that does not use flow restrictors on vent piping to meet overfill prevention equipment requirements when the overfill prevention equipment is installed,repaired,or replaced on and after October 1,-2018. For USTs installed before October 1,2018,perform an inspection by October 13,2018 and every 36 months thereafter. For USTs installed on and after October-1,-2018,perform an inspection at installation and every 36 months thereafter. Inspected within 30 days after a repair to the overfill prevention equipment.Inspected using an applicable manufacturer guidelines,industry codes, engineering standards,or a method approved by a professional engineer.Inspected by a certified UST service technician.Maintain records of overfill prevention equipment inspection for 36 months. Violation Notes: Returned to compliance on 02/05/2021.The OPW Flapper located in the Diesel fill sump failed testing on 1/13/2021. Repair or replace the failed component and retest within 30 days.Prior to conducting repairs,the facility must determine whether a plan check submittal is required.Plan check fees and the Facility Modification Application can be found at www.occupainfo.com Violation Division: Orange County Environmental Health Violation Program: UST Violation Source: CERS Site ID: 413556 Site Name: ORANGE COUNTY GLOBAL MEDICAL CENTER Violation Date: 01-13-2021 Citation: HSC 6.95 25508.1(a)-(f)-California Health and Safety Code,Chapter 6.95,Section(s)25508.1(a)-(f) Violation Description: Failure to electronically update business plan within 30 days of any one of the following events:A 100 percent or more increase in the quantity of a previously disclosed material.Any handling of a previously undisclosed hazardous materials at or above reportable quantities.A change of business address,business ownership,or business name.A substantial change in the handler's operations that requires modification to any portion of the business plan. Violation Notes: Returned to compliance on 02/05/2021.The following hazardous materials are stored on site at or above reportable quantities and have not been reported in CERS:-Oxygen Gas(stored in various cylinders,largest cylinder is 251 cubic feet;approximate total of 6,211 cubic feet)-Carbon Dioxide(stored in various cylinders, largest container is 437 cubic feet;approximate total of 5,681 cubic feet)-Nitrogen(28 x 230 cubic foot cylinders;approximate total of 6,440 cubic feet)-Nitrous Oxide(16 x 489 cubic foot cylinders; approximate total of 7,824 cubic feet)-Compressed Air(13 x 236 cubic foot cylinders;approximate total of 3,068 cubic feet)-Propane (2 x 7 gallon cylinders;total of 14 gallons)Update and resubmit the Hazardous Material Inventory in CERS within 30 days to include the above hazardous materials. TC6651002.2s Page 341 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 Violation Division: Orange County Environmental Health Violation Program: HMRRP Violation Source: CERS Site ID: 413556 Site Name: ORANGE COUNTY GLOBAL MEDICAL CENTER Violation Date: 01-13-2021 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 02/05/2021. Employee training records were not available for review at the time of the inspection.All employees are required to be trained annually;new employees are required to be trained within 6 months.Provide employee training that covers safety procedures in the event of a release or threatened release of a hazardous material and/or the Emergency Response Plan.Submit training records to this agency within 30 days with the following information documented:-Topic of training-Date of training-Employee name- Employee signature Violation Division: Orange County Environmental Health Violation Program: HMRRP Violation Source: CERS Site ID: 413556 Site Name: ORANGE COUNTY GLOBAL MEDICAL CENTER Violation Date: 12-19-2013 Citation: HSC 6.95 25504(a)-California Health and Safety Code,Chapter 6.95, Section(s)25504(a) Violation Description: Failure to complete and/or submit hazardous material inventory forms for all reportable hazardous materials on site. Violation Notes: Returned to compliance on 07/09/2015. Elements of the chemical descriptions within the electronically submitted BEP are missing(e.g. Size of Largest Container,Average Daily Amount,etc.).Update the chemical information required on the forms Violation Division: Orange County Environmental Health Violation Program: HMRRP Violation Source: CERS Site ID: 413556 Site Name: ORANGE COUNTY GLOBAL MEDICAL CENTER Violation Date: 01-17-2019 Citation: HSC 6.75 25299.30-25299.34-California Health and Safety Code, Chapter 6.75,Section(s)25299.30-25299.34 Violation Description: Failure to submit and maintain complete and current Certification of Financial Responsibility or other mechanism of financial assurance. Violation Notes: Returned to compliance on 01/17/2019.CFR Form in CERS expired on 09/07/2018.Current CFR form was uploaded to CERS during inspection. Violation corrected on site. Violation Division: Orange County Environmental Health Violation Program: UST Violation Source: CERS Site ID: 413556 Site Name: ORANGE COUNTY GLOBAL MEDICAL CENTER TC6651002.2s Page 342 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 Violation Date: 12-28-2016 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 and portable tanks 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 01/10/2017.Several containers of hazardous waste and universal wastes are missing the accumulation start dates. Add the start dates to the containers when waste is first added. Violation Division: Orange County Environmental Health Violation Program: HW Violation Source: CERS Site ID: 413556 Site Name: ORANGE COUNTY GLOBAL MEDICAL CENTER Violation Date: 12-05-2018 Citation: 23 CCR 16 2712(b)(1)(G)-California Code of Regulations,Title 23, Chapter 16,Section(s)2712(b)(1)(G) Violation Description: Failure to comply with one or more of the following overfill prevention equipment requirements:Alert the transfer operator when the tank is 90 percent full by restricting the flow into the tank or triggering an audible and visual alarm;or Restrict delivery of flow to the tank at least 30 minutes before the tank overfills,provided the restriction occurs when the tank is filled to no more than 95 percent of capacity;and activate an audible alarm at least five minutes before the tank overfills;or Provide positive shut-off of flow to the tank when the tank is filled to no more than 95 percent of capacity;or Provide positive shut-off of flow to the tank so that none of the fittings located on the top of the tank are exposed to product due to overfilling. Install/retrofit overfill prevention equipment that does not use flow restrictors on vent piping to meet overfill prevention equipment requirements when the overfill prevention equipment is installed,repaired,or replaced on and after October 1,-2018. For USTs installed before October 1,2018,perform an inspection by October 13,2018 and every 36 months thereafter. For USTs installed on and after October-1,-2018,perform an inspection at installation and every 36 months thereafter. Inspected within 30 days after a repair to the overfill prevention equipment.Inspected using an applicable manufacturer guidelines,industry codes, engineering standards,or a method approved by a professional engineer.Inspected by a certified UST service technician.Maintain records of overfill prevention equipment inspection for 36 months. Violation Notes: Returned to compliance on 12/05/2018.Overfill prevention equipment testing was required to be completed by 10/13/2018 and must be re-tested every three years thereafter.Testing was completed on this date.Violation has been corrected. Violation Division: Orange County Environmental Health Violation Program: UST Violation Source: CERS Evaluation: Eval General Type: Other/Unknown Eval Date: 02-05-2021 Violations Found: No Eval Type: Other,not routine,done by local agency TC6651002.2s Page 343 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 Eval Notes: The business updated and resubmitted the following documents in CERS: -Designated UST Operator Identification Form-Certification of Financial Responsibility(dated 12/10/2020)In addition,the following document was received by this Agency:-Overfill Prevention Equipment Inspection Report Form(repair test dated 1/26/2021)Like-for-like flapper was installed,re-tested,and PASSED.Violations 1583,1671, and 1101 have been corrected.No violations remain under the Underground Storage Tank program.A copy of this report will be emailed to:Ron Kress,Lead Plant Engineer <ronald.kress@kpchealth.com> Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 02-08-2018 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: The following documents submitted to CERS on 1/17/18 and were accepted:-Site Plan-Monitoring Plan-CFR-Leak Response Plan-CFO Letter-DO Statement Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 02-17-2015 Violations Found: Yes Eval Type: Other,not routine,done by local agency Eval Notes: This agency received and reviewed the monitor certification and SB989 test results for the underground storage tank at this site.The results for the monitor certification and spill bucket test indicate all components passed.. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 02-18-2014 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: This Agency received a monitoring system certification dated 1/24/2014 for the Veeder-Root TLS 300-C1 monitoring system.The following equipment was certified to have been inspected/serviced in accordance with manufacturer's guidelines and was operational per manufacturer's specifications:in-tank gauging probes;annular space sensors;piping sump sensors;fill sump sensors;and,tank overfill/high level sensors.Also included was a spill bucket testing report form dated 1/24/2014 with results G PASS.G Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 02-24-2016 Violations Found: No Eval Type: Other,not routine,done by local agency TC6651002.2s Page 344 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 Eval Notes: CFR for the coverage period of 9/6/15-9/6/16 accepted in portal.Note to own/op:Please maintain insurance documents on site and make them available for review during inspections. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 03-03-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: SB 989 retest notification Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 03-10-2017 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 1/19/17.Section D of the report needs correction regarding pressurized piping systems.Please indicate"N/A"as this system uses suction piping.Also un-check all boxes in this area that do not apply.Make the necessary corrections and re-submit the report to this agency. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 03-14-2016 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 test dated 1/22/16.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: 03-16-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: This agency received and reviewed the SB989 retest results for the piping sump on the underground tank dated 3/4/15.The results indicate the sump was repaired,retested and passed.Violation 1382 abated.No outstanding violations. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 03-25-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed submission package on eSubmit Portal,DECLINED.Request for TC6651002.2s Page 345 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 re-submittal this date.Please verify the vent Piping is actually secondarily contained.Please check ISOLATION for corrosion protection.Monitoring Plan please:Check box IV 1 Continuous Electronic...; Uncheck box IV 2 Automatic Tank Gauging...;Check box V 1 Continuous Electronic...and Secondary Containment is a:DRY;& Check box V 5 Visual Pipe Montitoring;Uncheck box V 6 Suction Piping...;Check box VI 4 No dispensers.Please provide a plot plan with the entire piping run. For questions please contact Alvin Dong, adong@ochca.com 714 640 9358 Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 03-26-2014 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed contents of UST file from Santa Ana Fire Department and first removed all documents associated with remediation of a leaking UST; these will be given to our AgencyG s LOP program for review.The remaining documents were reviewed,sorted,and filed in our AgencyG s UST file. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 04-12-2017 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: This agency received and reviewed the revised monitor certification dated 1/19/17 with the requested corrections. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 04-16-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Print HM forms and review for inspection. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 04-16-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Print waste stream and review for inspection. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 04-17-2015 Violations Found: No TC6651002.2s Page 346 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 Eval Type: Routine done by local agency Eval Notes: On site for a hazardous materials inspection.Consent to enter and inspect granted by Robert Kessler.Observed the following qualifying hazardous materials:-55 gallon container of corrosive liquid used for the cooling towers(chemical needs to be added to HM Disclosure in Portal)-One 525 gallon liquid oxygen tank(volume needs to be added to HM Disclosure form in Portal)-One liquid oxygen tank(volume unknown and needs to be added to HM Disclosure in Portal)-One underground diesel tank for back-up generators(volume needs to be added to HM Disclosure form in Portal)Annual Hazardous Materials DOT training records for employees are current and available for review. The Business Emergency Plan is on site. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 04-17-2015 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a recycling inspection.Consent to enter and inspect granted by Robert Kessler.Observed the Histology Department.Formalin waste continues to be recycled at this lab.A recycling log is maintained and appears that less than 100 kg of formalin is recycled per year. If formalin recycling exceeds 100kg per month then a Hazardous Waste Recycling form must be completed every 2 years. Eval Division: Orange County Environmental Health Eval Program: HWRecycler Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 04-17-2015 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 Robert Kessler.Observed the waste storage area, Histology Department,morgue,and main lab.Drums and containers of wastes are covered and labeled.Wastes include formalin,minimal amounts of xylene,waste oil,mercury thermometers,and universal wastes.Manifests for waste disposal are available for review. Emergency response and contact information is on site and available for review.Verified the owner as Integrated Healthcare Holdings. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 04-18-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Accepted DO owners statement in portal.DO=Ronald Kress Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 04-18-2016 TC6651002.2s Page 347 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed submission package on eSubmit Portal,DECLINED.Request for re-submittal this date.Please Check box UST Tank VI Fill Components Installed:Containment Sump Monitoring Plan please:Check box V 1 Continuous Monitoring of pipe...and Secondary Containment is a:DRY; &Panel Mfg and Model,Leak Sensor:205 Check box V 5 Visual Pipe Monitoring--Min monthly and each time system operated.For questions please contact Alvin Dong,adong@ochca.com 714 640 9358 Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 05-10-2017 Violations Found: No Eval Type: Other,not 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: 06-12-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Received email from Lorna Freeman for South Coast Global Medical who informed this Agency the Integrated Healthcare Holdings will be changing to KPC Health Care Inc and the DBA will change toOrange County Global Medical Center.Emailed Lorna Medical Waste Registration Forms for update of all 4 hospitals. Emailed HCA/Hendron and HCA/Nofal with new information.CUPA programs will need to be updated. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 06-12-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Received email from Lorna Freeman for South Coast Global Medical who informed this Agency the Integrated Healthcare Holdings will be changing to KPC Health Care Inc and the DBA will change toOrange County Global Medical Center.Emailed Lorna Medical Waste Registration Forms for update of all 4 hospitals. Emailed HCA/Hendron and HCA/Nofal with new information.CUPA programs will need to be updated. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 06-12-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Received email from Lorna Freeman for South Coast Global Medical who informed this Agency the Integrated Healthcare Holdings will be changing to KPC Health Care Inc and the DBA will change toOrange TC6651002.2s Page 348 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 County Global Medical Center.Emailed Lorna Medical Waste Registration Forms for update of all 4 hospitals. Emailed HCA/Hendron and HCA/Nofal with new information.CUPA programs will need to be updated. Eval Division: Orange County Environmental Health Eval Program: HWRecycler Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 06-12-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Received email from Lorna Freeman for South Coast Global Medical who informed this Agency the Integrated Healthcare Holdings will be changing to KPC Health Care Inc and the DBA will change toOrange County Global Medical Center.Emailed Lorna Medical Waste Registration Forms for update of all 4 hospitals. Emailed HCA/Hendron and HCA/Nofal with new information.CUPA programs will need to be updated. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 06-17-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: ORANGE COUNTY GLOBAL MEDICAL CENTER New Corporation Change or Ownership:KPC HEALTHCARE,INC. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 06-17-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: ORANGE COUNTY GLOBAL MEDICAL CENTER New Corporation Change or Ownership:KPC HEALTHCARE,INC. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 06-17-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: ORANGE COUNTY GLOBAL MEDICAL CENTER New Corporation Change or Ownership:KPC HEALTHCARE,INC. Eval Division: Orange County Environmental Health Eval Program: HWRecycler Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 06-17-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: ORANGE COUNTY GLOBAL MEDICAL CENTER New Corporation Change or Ownership:KPC HEALTHCARE,INC. TC6651002.2s Page 349 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 07-09-2015 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: 07-11-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Facility has complied with 2016 HMBEP reporting requirements.Reviewed HMBEP submittal on E-submit.Package was declined and an email sent to the facility contact.The following corrections are needed:CHEMICAL INVENTORY Diesel G max daily amount must be at least the same as largest container//storage pressure is ambient Liquid Oxygen G add cryogenic to the fire code hazard classes//max daily amount must be equal to or larger than amount listed under largest container//add acute health to the federal hazard categories//storage temperature= cryogenic Xylene G complete largest container,average daily,max daily and days on site fiels SITE MAP Please add the following to your map:hazardous materials storage locations,building entrances and exits and storm drains and sewers. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 07-15-2014 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: I reviewed the CFR form submitted on our Agencys e-Submit portal and the form was Accepted.Coverage period is from 9/06/2013 to 9/06/2014. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 07-24-2014 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: open HMBEP pages individually on e-Submit and print for later review. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 07-24-2014 Violations Found: No Eval Type: Other,not routine,done by local agency TC6651002.2s Page 350 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 Eval Notes: open UST pages individually on e-Submit and print for later review. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 07-28-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed E-Submit submittal but could not save data(server down). Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 01-05-2017 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: 01-08-2014 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: submission in review Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 01-09-2014 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: submission in review Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 01-09-2014 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: submission in review Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 01-10-2014 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Review of waste streams and hw shipped 2013. Eval Division: Orange County Environmental Health Eval Program: HW TC6651002.2s Page 351 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 01-10-2017 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.Violation 1400 abated.No outstanding violations. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 01-13-2021 Violations Found: Yes Eval Type: Routine done by local agency Eval Notes: On site for routine hazardous materials and business emergency plan inspection.Observed the facility and inspected hazardous materials storage.The following materials were observed in amounts that meet or exceed the minimum volumes required for disclosure:-Diesel fuel (12,000 gallons stored in UST)-AquaSery 2302D(approximately 60 gallons)-AquaSery 2632(approximately 60 gallons)-AquaSery 4913D (approximately 60 gallons)-AquaSery 4622(approximately 60 gallons) -Liquid Oxygen(1 x 6,000 gallon tank, 1 x 525 gallon tank;total of 6,525 gallons)-Oxygen Gas(stored in various cylinders,largest cylinder is 251 cubic feet;approximate total of 6,211 cubic feet)- Carbon Dioxide(stored in various cylinders,largest container is 437 cubic feet;approximate total of 5,681 cubic feet)-Nitrogen(28 x 230 cubic foot cylinders;approximate total of 6,440 cubic feet)- Nitrous Oxide(16 x 489 cubic foot cylinders;approximate total of 7,824 cubic[Truncated] Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 01-13-2021 Violations Found: Yes Eval Type: Routine done by local agency Eval Notes: On site for routine UST inspection and to observe the Monitoring System Certification.The facility has the following double-walled tank:-Diesel fuel: 12,000 gallons Tank is monitored by a Veeder Root (VR)TLS-300 system. Fill and piping sumps are monitored by VR205 sensors.Annular is monitored by a VR420 sensor.Tank has double-walled suction piping.Sensors were tested and operational. Tank utilizes a flapper for overfill prevention.Overfill prevention testing was last conducted on 12/5/2018;it must be tested every 36 months.Overfill prevention testing was performed during today's inspection.Secondary containment testing was last conducted on 1/17/2018;it must be conducted every 36 months.Secondary containment testing was performed during today's inspection.Testing was conducted by Edwin Coreas of Fuel Pros.Tester certifications(ICC,VR, Incon) were verified on site.Please submit test reports to this Agency within 30 days.A[Truncated] Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS TC6651002.2s Page 352 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 Eval General Type: Compliance Evaluation Inspection Eval Date: 01-16-2020 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for routine UST inspection and to observed the following testing:-Annual Monitoring System Certification-Spill Container Testing The facility has one 12,000-gallon double-walled tank(Diesel) used for an emergency generator.The tank is monitored by a Veeder-Root(VR)TLS-300 system.Fill sump and piping sump are monitored by VR-205 sensors.Annular is monitored by a VR-420 sensor. The tank has double-walled suction piping.Testing was conducted by Joseph Gonzalez of Fuel Pros Inc.Tester certifications(VR, ICC)were verified. Flapper valve is used for overfill prevention.Overfill prevention test was last performed on 12/5/2018.Testing must be performed every 36 months.Secondary Containment testing was last performed on 1/17/2018.Testing must be performed every 36 months. Please submit the test reports to this agency within 30 days. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 01-17-2018 Violations Found: No Eval Type: Routine done by local agency Eval Notes: INSPECTOR COMMENTS:On site for routine Recycler inspection,consent to enter and conduct inspection activities was provided by Ronald Kress,Lead Engineer.Facility recycles the following materials in the following quantites:-Xylene:0.264 gallons per year-Formuline: 8.45-16.91 gallons per month-Alcohol:6-8 gallons per year Facility recycles below the regulatory threshold for reporting recyclable material.Changing to status 02. Eval Division: Orange County Environmental Health Eval Program: HWRecycler Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 01-17-2018 Violations Found: No Eval Type: Routine done by local agency Eval Notes: INSPECTOR COMMENTS:On site to witness monitoring system certification testing activities and to conduct routine UST inspection.Testing was conducted by Joseph Gonzalez of Fuel Pros.Tester certifications(VR, ICC)were verified.Certification stickers were attached to all tested components.Please submit the test reports to this Agency within 30 days.The facility has one double-walled tank(Diesel)monitored by a Veeder Root TLS-300 system.Tank is used as a back-up generator.Site uses a flapper valve for overfill prevention.Annular sensors and sump sensors alarmed properly(visual and audible)and shut down respective turbine when submerged in water for the Diesel tank.Fail-safe,sensor out and emergency shut off were tested and passed.Spill buckets were tested visually without any changes in water level.The following documents were available for review:Monitoring Plan,Leak Response Plan,Test Reports,Maintenance Records,DO Monthly Reports, [Truncated] Eval Division: Orange County Environmental Health Eval Program: UST TC6651002.2s Page 353 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 01-17-2018 Violations Found: No Eval Type: Routine done by local agency Eval Notes: INSPECTOR COMMENTS:The following materials were observed on site at or above the regulatory threshold for reporting:-Aqua-Serve 2302D: one 60 gallon container-Aqua-Serve 2362:one 60 gallon container -Aqua-Serve 4622:one 60 gallon container-Aqua-Serve 4913D:one 60 gallon container-Diesel:one 12,000 gallon underground storage tank -Liquid Oxygen:one 6,000 gallon tank and one 525 gallon tank Assisted facility with 2018 CERS submission on this date. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 01-17-2019 Violations Found: Yes Eval Type: Routine done by local agency Eval Notes: On site to witness monitoring system certification testing activities and to conduct routine UST inspection.Testing was conducted by Joseph Gonzalez of Fuel Pros.Tester certifications(VR,ICC)were verified. Certification stickers were attached to all tested components.Please submit the test reports to this Agency within 30 days.The facility has one double-walled tank(Diesel)monitored by a Veeder Root TLS-300 system.Tank is used as a back-up generator.Site uses a flapper valve for overfill prevention.Annular sensor and sump sensors alarmed properly(visual and audible).Spill bucket testing not witnessed by this agency.The following documents were available for review: Monitoring Plan,Leak Response Plan,Test Reports,Maintenance Records,DO Monthly Reports,DO Annual Employee Training Records,CFR and daily inspection records for above ground piping.Secondary containment testing last conducted on 01/17/2018.Secondary containment must be[Truncated] Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 01-19-2017 Violations Found: Yes Eval Type: Routine done by local agency Eval Notes: On site for a monitor certification and routine inspection.This site has one double walled tank with double walled suction piping for a back-up generator.The tank system is monitored by a Veeder Root TLS-300.The piping sump sensor,fill sump sensor,and annular sensor were tested for alarm.The tank uses a flapper valve for overfill prevention.The spill bucket was visually tested.The following documents are available for review:-UPC forms from CERS- Certificate of financial responsibility dated 1/9/16-UST response plan-UST monitoring plan-UST plot plan-Designated operator statement-expiration dated 9/12/18-DO monthly inspections with alarm history-Employee training records are current-No alarms since last inspection-Monitor certification dated 1/22/16-SB989 test dated 1/23/15,3/4/15-Spill bucket tests dated 1/22/16-Above TC6651002.2s Page 354 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 ground piping daily inspection log Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 01-21-2014 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: 01-21-2014 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: 07-29-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: UST documents conditionally accepted in eSubmit Portal The following documents were received:UST Facility Page UST Tank Pages, 1 tank(D) Monitoring Plan Leak Response Plan Facility Diagram Monitoring system certification dated 1/22/16 Secondary containment test report dated 1/23/15 Certification of Financial Responsibility documents dated 1/19/16 Certification of Financial Responsibility documents for the coverage period of 1/19/16-1/19/17 Your UST submittal has been conditionally excepted to facilitate data transfer to the California Environmental Reporting System(CERS).Please corrected the following items once your data has been transferred to CERS.Monitoring Plan Section V G Please include the manufacturer of the leak sensor and put the model#in the right box.Any questions,please feel free to contact me at minh.le@ochca.com or 714-720-1327.Thank you.Minh Le. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 08-08-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Received email from Ron Kress regarding his HMBEP submittal which he is working on correcting. Instructed Ron that the E-submit site has been closed down and he will not be able to make any changes to his information.HMBEP status is being changed in order to facilitate the movement of his data to CERS.All corrections previously noted will still be needed. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS TC6651002.2s Page 355 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 Eval General Type: Other/Unknown Eval Date: 09-10-2013 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Not reported Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 09-10-2013 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: I reviewed a CFR form and a Designated Operator form submitted on our AgencyG s esubmit portal.Both the Designated Operator form and the CFR form were G Accepted.G Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 09-23-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Declined:UST Denied.Reviewed UST submission package on eSubmit Portal. Insufficient information for all elements.Submission DENIED. Request for re-submittal.Organized file,purged expired documents. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 10-04-2013 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed status in portal,and since there was no entry for the history, I entered:"2013-09-10 1 reviewed the CFR form submitted on our AgencyG s esubmit portal and the form was G Accepted.G" Eval Division: Orange County Environmental Health Eval Program: UST 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 an EPA ID#if you generate hazardous waste as indicated on the business activities page.Provide a mailing address for the business owner. For all materials,provide values for largest container,maximum daily amount,average daily amount,and days on site.Maximum daily amount should be greater than or equal to the largest container.Provide a correct CAS#for Diesel. Use 68476-34-6 or 68334-30-5.Change the hazardous material type to pure.Provide a CAS#for oxygen. Indicate that xylene is in the acute and chronic health federal hazard categories.Label the following on the site map: -Hazardous material storage and handling areas-Entrances and exits TC6651002.2s Page 356 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 -Evacuation staging area Please contact Jonathan Alaniz at jalaniz@ochca.com with any questions." Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 12-12-2014 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: 01-21-2014 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Reviewed submission in e-Submit portal,and set status in portal to G DECLINED,G based on the following:1)most fields on UST TANK INFORMATION form have not been completed,2)can not review UST MONITORING PLAN without a completed UST TANK INFORMATION form.Other forms submitted also: 1 BUSINESS ACTIVITIES form:OK 2 BUSINESS OWNER-OP form:OK 3 UST FACILITY INFORMATION form:OK 4 UST TANK INFORMATION forms:Not OK,as most fields on form have not been completed.05 CERT OF FIN RESP and CFO LETTER:OK G approved 9/10/2013 (9/06/2012 to 9/16/2013 is coverage period)6 UST MONITORING PLAN:Can not review without completed UST TANK INFORMATION form.7 MONITORING SITE PLAN:OK 8 UST RESPONSE PLAN:OK 9 OWNER STATEMENT-DO form:OK 10 OWNER-OP AGREEMENT:N/A Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 01-21-2014 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Received notification of monitoring cert.Put date on calendars. Ran Report 7800 for use at A01. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 01-21-2014 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Received notification of UST monitoring cert.Put date on calendar and expect to do A01 for Recycler. Ran Report 7800 for use at A01. Eval Division: Orange County Environmental Health Eval Program: HWRecycler Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 01-22-2014 TC6651002.2s Page 357 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: A review of hazardous waste manifests shipped from your facility last calendar year(2013)indicates that on HW Manifest No.0111192089 (ship date 3/12/13)several drums of formalin waste were shipped for treatment.Our inspection conducted on 12/19/13 indicated that formalin was being recycled in the pathology department,but that alcohol and xylene were no longer being recycled.Clarify whether alcohol and xylene are no longer recycled at this facility,and if no longer recycled,indicate how that waste is being managed. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 01-22-2015 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: Compliance Evaluation Inspection Eval Date: 01-22-2016 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On site for a monitor certification and routine inspection.This site has 1 double walled diesel tank with double walled suction piping for a back up generator.The piping sump sensor,fill sump sensor,and annular sensor were tested for alarm.The tank uses a mechanical overfill prevention device.The spill bucket was visually tested and passed.Tank is monitored by a Veeder Root TLS-300.Observed the following documents:-Certificate of financial responsibility dated 1-19-16-Designated Operator statement-expiration dated 9-15-16- DO monthly inspections with alarm history-Employee training records are current-Monitor certification dated 1/23/15-SB989 test results dated 1/23/15,3/4/15-Spill bucket test dated 1/23/15-Service tickets,work orders-Required UPC forms from E-Submit portal No alarms identified since last monitor certification. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 01-23-2014 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Talked to Dennis Rock on the phone to confirm monitoring system certification tomorrow and to learn where the UST is located at the hospital. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 01-23-2015 TC6651002.2s Page 358 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 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 double walled diesel tank with double walled suction piping for a back-up generator.The annular sensor,piping sump sensor,and fill sump sensor activate alarms on the Veeder Root monitor.Verified a flapper valve for overfill prevention.The spill bucket was visually tested and passed.All technician certifications verified today.The following documents are available for review:-Monthly designated operator inspection reports with alarm history-Annual employee training records are current-Monitor certification dated 1/24/14- SB989 test results dated 1/30/12-Spill bucket test dated 1/24/14- Work orders,service tickets UPC forms have been submitted on the E-Submit Portal. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 01-23-2018 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-Business Owner/Operator-Chemical Inventory-Facility Site Map-Emergency Response&Training Plans Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 12-19-2013 Violations Found: No Eval Type: Routine done by local agency Eval Notes: A routine hazardous waste inspection of this facility was conducted today.Access to the facility was provided by Obie Graves, EVS Director,and Joe Brothman,Safety and Emergency Management.The following Departments were visited:-Medical Waste Final Storage Area OC Burn Unit-Observation Unit-6th FI Med Surg-4th FI Med Surg Labor/Deliver-NICU-C-Section OR-OR-ICU-CCU-Main Lab- Histology-Blood Unit-Microbiology-ER-Pharmacy.Note that this facility no longer provides Oncology Services-Chemo waste is not generated at this facility.-Morgue-Hazardous Waste Storage Area As discussed with the operator,the facility no longer generates chemotherapy waste since Oncology services are no longer offered at this location. RCRA hazardous waste containers though should be used to contain RCRA-defined hazardous waste that might otherwise be generated in the Pharmacy. Review the guidance documents to be via [Truncated] Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 12-19-2013 Violations Found: No Eval Type: Routine done by local agency Eval Notes: On this date the Recycling Unit in the Histology Department was TC6651002.2s Page 359 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 reviewed.Currently only formalin waste is recycled at this facility- alcohol and xylene are no longer processed.A review of the current year's log shows that the maximum volume recycled was 32 liters of waste formalin.Facilities that recycle over 100 kg of waste are required to file a Hazardous Waste Recycler form each even numbered year.If this facility begins to recycle more than the 100 kg limit, contact me for more information of filing the form. Eval Division: Orange County Environmental Health Eval Program: HWRecycler Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 12-19-2013 Violations Found: Yes Eval Type: Routine done by local agency Eval Notes: A routine hazardous materials inspection of this facility was conducted today.Access to the facility was provided by Obie Graves, EVS Director,and Joe Brothman,Safety and Emergency Management.The following Departments were visited:-Medical Waste Final Storage Area OC Burn Unit-Observation Unit-6th FI Med Surg-4th FI Med Surg Labor/Deliver-NICU-C-Section OR-OR-ICU-CCU-Main Lab- Histology-Blood Unit-Microbiology-ER-Pharmacy.Note that this facility no longer provides Oncology Services-Chemo waste is not generated at this facility.-Morgue-Hazardous Waste Storage Area Training documents and the Business Emergency Plan(BEP)were reviewed.The current BEP lists diesel,Oxygen,and xylene as part of the hazardous material disclosure.Although most chemical amounts are below the normal thresholds of 55 gallons,500 pounds,or 200 cubic feet(or else otherwise excluded),review the list of Extremely Hazardous[Truncated] Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 12-20-2018 Violations Found: Yes Eval Type: Other,not routine,done by local agency Eval Notes: The following documentation has been received by this agency: -Overfill Prevention Equipment Inspection Report for test date 12/05/2018 The following components passed testing:-Flapper Valve Overfill prevention testing was required to be completed by 10/13/2018. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 01-24-2014 Violations Found: No Eval Type: Routine done by local agency Eval Notes: I was on site to conduct a routine inspection while a monitoring system certification is being performed by Dennis Rock Construction. The technician on site,Dana Rock,showed me his ICC UST Service Technician certification card with expiration date of 7/12/2015 and his Veeder-Root certified technician card with expiration date of 5/13/2014.A Veeder-Root TLS-300 monitoring system is in use here to TC6651002.2s Page 360 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 monitor USTs.This facility has one UST,and it is used to supply diesel fuel to the emergency generator on site.The UST is double-walled,and fuel to drawn to the day tank of the emergency generator using a suction system. For overfill protection,a flapper valve is in the drop tube of the UST.All UST manhole covers to the UST system were opened by the technician and the following was observed:-No pooled liquid observed in sumps;-all sensors were located in the low point of sumps;-all secondary piping test boots within piping sumps and UDCG s were pulled back from[Truncated] Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 01-24-2014 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: prep for A01 Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 01-26-2021 Violations Found: Yes Eval Type: Other,not routine,done by local agency Eval Notes: The following documents were received by this Agency:-Monitoring System Certification Form(dated 1/13/2021)-Spill Container Testing Report Form(dated 1/13/2021)All tested components PASSED. In addition,the following documents were received by this Agency:- Secondary Containment Testing Report Form(dated 1/13/2021)-Overfill Prevention Equipment Inspection Report Form(dated 1/13/2021)The following secondary containment components PASSED testing:-Tank Secondary(x1)-Pipe Secondary(x3)-Sump Secondary(x2)The following overfill prevention equipment FAILED testing:-OPW Flapper (x1)The following violations cited on a previous inspection report remain uncorrected:(1583)-Failure to submit a maintain complete and current Certification of Financial Responsibility or other mechanism of financial assurance(1671)-Failure to submit the"Designated Underground Storage Tank Operator Identification Form"within 30 days of a change in[Truncated] Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 01-27-2020 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: The following documents have been received by this agency:- Monitoring System Certification Form(dated 1/16/2020)-Spill Container Testing Report Form(dated 1/16/2020)The following components were tested and PASSED:-Annular Space Sensor(1 x VR-420) -Product Piping Sump Sensor(1x VR-205)-Filling Piping Sump Sensor (1x VR-205)-Spill Container(1 x) Eval Division: Orange County Environmental Health Eval Program: UST TC6651002.2s Page 361 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 01-29-2019 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: The following documentation has been received by this agency:-Monitor System Certification for test date 01/17/2019-Spill Container Testing Report for test date 01/17/2019 The following components passed testing:-Annular Sensor(x1)-Piping Sump Sensor(x1)-Spill Bucket (x1) Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 01-30-2017 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Review CERS submittal-not accepted. Issue violation in A01 report. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 02-03-2014 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Conversation with Safety Officer Joe Brothman today.Joe states that alcohol and xylene are recycled in Histology Department,but he will verify with histology staff person(Kelly).Joe will email back with information regarding xylene and alcohol management. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 02-04-2014 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Regarding alcohol and xylene previously generated and recycled in Histology,the operator(Joe Brothman)stated on 2/3/14:1 spoke with histology who detailed our chemical processes.We do recycle alcohol, xylene and formalin,but since we outsourced our histology,we mostly only deal with formalin and only rarely use alcohol or xylene.Our log,as detailed in the photo,does capture any time we recycle these chemicals. From our records we are using less of each chemical than previous years,and we have never been cited for needing a permit.If you would like to come take a look,I am available anytime this week. Eval Division: Orange County Environmental Health Eval Program: HW Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 02-04-2014 Violations Found: No Eval Type: Other,not routine,done by local agency TC6651002.2s Page 362 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 Eval Notes: Regarding alcohol and xylene previously generated and recycled in Histology,the operator(Joe Brothman)stated on 2/3/14:1 spoke with histology who detailed our chemical processes.We do recycle alcohol, xylene and formalin,but since we outsourced our histology,we mostly only deal with formalin and only rarely use alcohol or xylene.Our log,as detailed in the photo,does capture any time we recycle these chemicals. From our records we are using less of each chemical than previous years,and we have never been cited for needing a permit.If you would like to come take a look,I am available anytime this week. Eval Division: Orange County Environmental Health Eval Program: HWRecycler Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 02-04-2014 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: reviewed history of my activities here and responded to email from supe. Eval Division: Orange County Environmental Health Eval Program: HWRecycler Eval Source: CERS Eval General Type: Compliance Evaluation Inspection Eval Date: 12-28-2016 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 Robert Kessler.Observed the waste storage areas, perimeter of facility and trash containers.Containers of wastes are covered and labeled.Wastes include formalin,fuel,oily rags,oil, phenol,ethanol,acids,sodium hydroxide,Iabpack waste,and universal wastes.Manifests for waste disposal are available for review. Emergency response and spill procedures are available on site.Correct the violation 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: 12-30-2015 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: 12-31-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: February 2015 submission DELETED Ownership change June 2015 current submission requires piping,monitoring plan&plot plan corrections. For questions please contact Alvin Dong,adong@ochca.com 714 640 9358 Eval Division: Orange County Environmental Health TC6651002.2s Page 363 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 12-31-2015 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Most recent submittal is in E-Submit under the UST(PA)link.Deleted the submission dated 7/24/14 in the OC UST link. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 02-04-2014 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: reviewed history of my activities here and responded to email from super regarding time spent on this faciltiy. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 02-04-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Review HM submittal per conversation with Ron Kress regarding issues making changes in portal. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 02-05-2016 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: Spoke with Ron Kress,rejected HM submittal in E-Submit. Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 02-05-2018 Violations Found: No Eval Type: Other,not routine,done by local agency Eval Notes: INSPECTOR COMMENTS:The following documents have been received and reviewed by this agency:-Monitor System Certification dated 01/17/2018-Secondary Containment Testing dated 01/17/2018 All components regulated by this agency passed testing. Eval Division: Orange County Environmental Health Eval Program: UST Eval Source: CERS Eval General Type: Other/Unknown Eval Date: 02-05-2021 Violations Found: No TC6651002.2s Page 364 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 Eval Type: Other,not routine,done by local agency Eval Notes: The business updated and resubmitted the following documents in CERS: -Business Activities-Business Owner/Operator Identification- Hazardous Material Inventory-Site Map-Emergency Response Plan/Employee Training Plan The documents were reviewed and ACCEPTED by this Agency.In addition,the following documents were provided to this Agency:-Employee Training Records(dated 2/3/2021)Violations 1336 and 1239 have been corrected.No violations remain under the Hazardous Material Disclosure program.Please note:-All employees are required to be trained annually;new employees are required to be trained within 6 months.Maintain employee training records on site for a minimum of three(3)years A copy of this report will be emailed to:Ron Kress,Lead Plant Engineer<ronald.kress@kpchealth.com> Eval Division: Orange County Environmental Health Eval Program: HMRRP Eval Source: CERS Coordinates: Site ID: 413556 Facility Name: ORANGE COUNTY GLOBAL MEDICAL CENTER Env Int Type Code: HMBP Program ID: 10558528 Coord Name: Not reported Ref Point Type Desc: Center of a facility or station. Latitude: 33.753160 Longitude: -117.834160 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)433-6406 Affiliation Type Desc: Document Preparer Entity Name: Ronald Kress 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: 1001 N TUSTIN AVE Affiliation City: SANTA ANA Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92705 TC6651002.2s Page 365 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 Affiliation Phone: Not reported Affiliation Type Desc: Identification Signer Entity Name: Ronald Kress Entity Title: Lead 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: Environmental Contact Entity Name: Kyle Houraney Entity Title: Not reported Affiliation Address: 1001 N.Tustin Ave Affiliation City: Santa Ana Affiliation State: CA Affiliation Country: Not reported Affiliation Zip: 92705 Affiliation Phone: Not reported Affiliation Type Desc: UST Tank Owner Entity Name: KPC HEALTH Entity Title: Not reported Affiliation Address: 1301 N.Tustin Ave Affiliation City: Santa Ana Affiliation State: CA Affiliation Country: United States Affiliation Zip: 92705 Affiliation Phone: (714)953-3641 Affiliation Type Desc: Operator Entity Name: KPC Healthcare 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)953-3500 Affiliation Type Desc: UST Tank Operator Entity Name: Kyle Houraney Entity Title: Not reported Affiliation Address: 1001 N.Tustin Ave Affiliation City: Santa Ana Affiliation State: Not reported Affiliation Country: United States Affiliation Zip: 92705 Affiliation Phone: (714)953-3480 Affiliation Type Desc: Legal Owner Entity Name: KPC Healthcare Inc Entity Title: Not reported Affiliation Address: 1301 N.Tustin Ave. Affiliation City: Santa Ana TC6651002.2s Page 366 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 Affiliation State: CA Affiliation Country: United States Affiliation Zip: 92705 Affiliation Phone: (714)953-3652 Affiliation Type Desc: Parent Corporation Entity Name: Western Medical Center Anaheim 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: Robert Kessler Entity Title: Dir.Facilities Affiliation Address: Not reported Affiliation City: Not reported Affiliation State: Not reported Affiliation Country: Not reported Affiliation Zip: Not reported Affiliation Phone: (714)953-3641 Affiliation Type Desc: UST Property Owner Name Entity Name: KPC HEALTH Entity Title: Not reported Affiliation Address: 1301 N.Tustin Affiliation City: Santa Ana Affiliation State: CA Affiliation Country: United States Affiliation Zip: 92705 Affiliation Phone: (714)953-3641 Name: WESTERN MEDICAL CTR(EIS USE) Address: 1001 N TUSTIN City,State,Zip: SANTA ANA,CA 92705-3502 Site ID: 504834 CERS ID: 110002416252 CERS Description: US EPA Air Emission Inventory System(EIS) H WTS: Name: WESTERN MEDICAL CENTER SANTA ANA Address: 1001 N TUSTIN AVE Address 2: Not reported City,State,Zip: SANTA ANA,CA 92705 EPA ID: CAL000292871 Inactive Date: 06/30/2006 Create Date: 04/06/2005 Last Act Date: 05/25/2007 Mailing Name: Not reported Mailing Address: 1001 N TUSTIN AVE Mailing Address 2: Not reported Mailing City,State,Zip: SANTA ANA,CA 92705 Owner Name: WMC-SA,INC TC6651002.2s Page 367 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 Owner Address: 1001 N TUSTIN AVE Owner Address 2: Not reported Owner City,State,Zip: SANTA ANA,CA 92705 Contact Name: KIRK BRANTLEY Contact Address: 1001 N TUSTIN AVE Contact Address 2: Not reported City,State,Zip: SANTA ANA,CA 92705 NAICS: EPA ID: CAL000292871 Create Date: 2005-04-06 14:20:32.033 NAICS Code: 62211 NAICS Description: General Medical and Surgical Hospitals Issued EPA ID Date: 2005-04-06 14:20:31.98700 Inactive Date: 2006-06-30 10:14:52 Facility Name: WESTERN MEDICAL CENTER SANTA ANA Facility Address: 1001 N TUSTIN AVE Facility Address 2: Not reported Facility City: SANTA ANA Facility County: Not reported Facility State: CA Facility Zip: 92705 Name: ORANGE COUNTY GLOBAL MEDICAL CENTER Address: 1001 N TUSTIN AVE Address 2: Not reported City,State,Zip: SANTA ANA,CA 927053502 EPA ID: CAL000316673 Inactive Date: Not reported Create Date: 02/21/2007 Last Act Date: 09/11/2020 Mailing Name: Not reported Mailing Address: 1001 N TUSTIN AVE Mailing Address 2: Not reported Mailing City,State,Zip: SANTA ANA,CA 927053502 Owner Name: KPC HEALTH Owner Address: 1301 N TUSTIN AVE Owner Address 2: Not reported Owner City,State,Zip: SANTA ANA,CA 927058619 Contact Name: KYLE HOURANEY Contact Address: 1001 NORTH TUSTIN AVE Contact Address 2: Not reported City,State,Zip: SANTA ANA,CA 92705 NAICS: EPA ID: CAL000316673 Create Date: 2007-02-21 11:33:02.947 NAICS Code: 62211 NAICS Description: General Medical and Surgical Hospitals Issued EPA ID Date: 2007-02-21 11:33:02.86700 Inactive Date: Not reported Facility Name: ORANGE COUNTY GLOBAL MEDICAL CENTER Facility Address: 1001 N TUSTIN AVE Facility Address 2: Not reported Facility City: SANTA ANA Facility County: Not reported Facility State: CA TC6651002.2s Page 368 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number WESTERN MEDICAL CTR(EIS USE) (Continued) 1000403038 Facility Zip: 927053502 62 TUSTIN'S FRENCH QUARTER SHOPPING CENTER ENVIROSTOR S110711849 NNW 17301 17TH STREET VCP NIA 1/2-1 TUSTIN,CA 92780 0.892 mi. 4709 ft. Relative: ENVIROSTOR: Higher Name: TUSTIN'S FRENCH QUARTER SHOPPING CENTER Actual: Address: 17301 17TH STREET 173 ft. City,State,Zip: TUSTIN,CA 92780 Facility ID: 60001388 Status: No Further Action Status Date: 10/31/2011 Site Code: 401555 Site Type: Voluntary Cleanup Site Type Detailed: Voluntary Cleanup Acres: 5.5 NPL: NO Regulatory Agencies: SMBRP Lead Agency: SMBRP Program Manager: S. Steven Hariri Supervisor: Ju-Tseng Liu Division Branch: Engineering&Special Projects Assembly: 68 Senate: 37 Special Program: Voluntary Cleanup Program Restricted Use: NO Site Mgmt Req: NONE SPECIFIED Funding: Responsible Party Latitude: 33.75987 Longitude: -117.8287 APN: 395-142-05,395-142-06,395-142-07,395-142-08,395-142-09 Past Use: DRY CLEANING Potential COC: Tetrachloroethylene(PCE Trichloroethylene(TCE Confirmed COC: Tetrachloroethylene(PCE Trichloroethylene(TCE Potential Description: SV Alias Name: 395-142-05 Alias Type: APN Alias Name: 395-142-06 Alias Type: APN Alias Name: 395-142-07 Alias Type: APN Alias Name: 395-142-08 Alias Type: APN Alias Name: 395-142-09 Alias Type: APN Alias Name: 401555 Alias Type: Project Code(Site Code) Alias Name: 60001388 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 TC6651002.2s Page 369 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TUSTIN'S FRENCH QUARTER SHOPPING CENTER (Continued) S110711849 Completed Date: 12/17/2010 Comments: Not reported Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Preliminary Endangerment Assessment Report Completed Date: 05/16/2011 Comments: NFA letter issued. Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Site Inspections/Visit(Non LUR) Completed Date: 12/16/2010 Comments: Not reported Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Standard Voluntary Agreement Completed Date: 12/10/2010 Comments: Voluntary Cleanup Agreement fully executed. Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Cost Recovery Closeout Memo Completed Date: 10/31/2011 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 VCP: Name: TUSTIN'S FRENCH QUARTER SHOPPING CENTER Address: 17301 17TH STREET City,State,Zip: TUSTIN,CA 92780 Facility ID: 60001388 Site Type: Voluntary Cleanup Site Type Detail: Voluntary Cleanup Site Mgmt. Req.: NONE SPECIFIED Acres: 5.5 National Priorities List: NO Cleanup Oversight Agencies: SMBRP Lead Agency: SMBRP Lead Agency Description: DTSC-Site Cleanup Program Project Manager: S.Steven Hariri Supervisor: Ju-Tseng Liu Division Branch: Engineering&Special Projects Site Code: 401555 Assembly: 68 Senate: 37 Special Programs Code: Voluntary Cleanup Program TC6651002.2s Page 370 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TUSTIN'S FRENCH QUARTER SHOPPING CENTER (Continued) S110711849 Status: No Further Action Status Date: 10/31/2011 Restricted Use: NO Funding: Responsible Party Lat/Long: 33.75987/-117.8287 APN: 395-142-05,395-142-06,395-142-07,395-142-08,395-142-09 Past Use: DRY CLEANING Potential COC: 30022,30027 Confirmed COC: 30022,30027 Potential Description: SV Alias Name: 395-142-05 Alias Type: APN Alias Name: 395-142-06 Alias Type: APN Alias Name: 395-142-07 Alias Type: APN Alias Name: 395-142-08 Alias Type: APN Alias Name: 395-142-09 Alias Type: APN Alias Name: 401555 Alias Type: Project Code(Site Code) Alias Name: 60001388 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: 12/17/2010 Comments: Not reported Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Preliminary Endangerment Assessment Report Completed Date: 05/16/2011 Comments: NFA letter issued. Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Site Inspections/Visit(Non LUR) Completed Date: 12/16/2010 Comments: Not reported Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Standard Voluntary Agreement Completed Date: 12/10/2010 Comments: Voluntary Cleanup Agreement fully executed. Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: Cost Recovery Closeout Memo Completed Date: 10/31/2011 Comments: Not reported Future Area Name: Not reported Future Sub Area Name: Not reported TC6651002.2s Page 371 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number TUSTIN'S FRENCH QUARTER SHOPPING CENTER (Continued) S110711849 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 63 CARIOCA CLEANERS RCRA-SQG 1000259201 SSE 13844 REDHILL AVE ENVIROSTOR CAD981617962 1/2-1 TUSTIN,CA 92780 FINDS 0.944 mi. ECHO 4986 ft. DRYCLEANERS Relative: EMI Lower HAZN ET HWTS Actual: 107 ft. RCRA-SQG: Date Form Received by Agency: 1996-09-01 00:00:00.0 Handler Name: CARIOCA CLEANERS Handler Address: 13844 REDHILL AVE Handler City,State,Zip: TUSTIN,CA 92780 EPA ID: CAD981617962 Contact Name: Not reported Contact Address: Not reported Contact City,State,Zip: Not reported Contact Telephone: Not reported Contact Fax: Not reported Contact Email: Not reported Contact Title: Not reported EPA Region: 09 Land Type: Not reported Federal Waste Generator Description: Small Quantity Generator Non-Notifier: Not reported Biennial Report Cycle: Not reported Accessibility: Not reported Active Site Indicator: Handler Activities State District Owner: CA State District: 4 Mailing Address: 13844 REDHILL AVE Mailing City,State,Zip: TUSTIN,CA 92780 Owner Name: Not reported Owner Type: Not reported Operator Name: NOT REQUIRED Operator Type: Private Short-Term Generator Activity: No Importer Activity: No Mixed Waste Generator: No Transporter Activity: No Transfer Facility Activity: No Recycler Activity with Storage: No Small Quantity On-Site Burner Exemption: No Smelting Melting and Refining Furnace Exemption: No Underground Injection Control: No Off-Site Waste Receipt: No Universal Waste Indicator: No Universal Waste Destination Facility: No Federal Universal Waste: No TC6651002.2s Page 372 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CARIOCA CLEANERS (Continued) 1000259201 Active Site Fed-Reg Treatment Storage and Disposal Facility: Not reported Active Site Converter Treatment storage and Disposal Facility: Not reported Active Site State-Reg Treatment Storage and Disposal Facility: Not reported Active Site State-Reg Handler: --- Federal Facility Indicator: Not reported Hazardous Secondary Material Indicator: NN Sub-Part K Indicator: Not reported Commercial TSD Indicator: No Treatment Storage and Disposal Type: Not reported 2018 GPRA Permit Baseline: Not on the Baseline 2018 GPRA Renewals Baseline: Not on the Baseline Permit Renewals Workload Universe: Not reported Permit Workload Universe: Not reported Permit Progress Universe: Not reported Post-Closure Workload Universe: Not reported Closure Workload Universe: Not reported 202 GPRA Corrective Action Baseline: No Corrective Action Workload Universe: No Subject to Corrective Action Universe: No Non-TSDFs Where RCRA CA has Been Imposed Universe: No TSDFs Potentially Subject to CA Under 3004(u)/(v)Universe: No TSDFs Only Subject to CA under Discretionary Auth Universe: No Corrective Action Priority Ranking: No NCAPS ranking Environmental Control Indicator: No Institutional Control Indicator: No Human Exposure Controls Indicator: N/A Groundwater Controls Indicator: N/A Operating TSDF Universe: Not reported Full Enforcement Universe: Not reported Significant Non-Complier Universe: No Unaddressed Significant Non-Complier Universe: No Addressed Significant Non-Complier Universe: No Significant Non-Complier With a Compliance Schedule Universe: No Financial Assurance Required: Not reported Handler Date of Last Change: 2002-06-27 03:26:45.0 Recognized Trader-Importer: No Recognized Trader-Exporter: No Importer of Spent Lead Acid Batteries: No Exporter of Spent Lead Acid Batteries: No Recycler Activity Without Storage: Not reported Manifest Broker: Not reported Sub-Part P Indicator: No Handler-Owner Operator: Owner/Operator Indicator: Operator Owner/Operator Name: NOT REQUIRED Legal Status: Private Date Became Current: Not reported Date Ended Current: Not reported Owner/Operator Address: NOT REQUIRED Owner/Operator City,State,Zip: NOT REQUIRED,ME 99999 Owner/Operator Telephone: 415-555-1212 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported TC6651002.2s Page 373 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CARIOCA CLEANERS (Continued) 1000259201 Owner/Operator Indicator: Owner Owner/Operator Name: JUNG KANG KIM Legal Status: Private Date Became Current: Not reported Date Ended Current: Not reported Owner/Operator Address: NOT REQUIRED Owner/Operator City,State,Zip: NOT REQUIRED, ME 99999 Owner/Operator Telephone: 415-555-1212 Owner/Operator Telephone Ext: Not reported Owner/Operator Fax: Not reported Owner/Operator Email: Not reported Historic Generators: Receive Date: 1996-09-01 00:00:00.0 Handler Name: CARIOCA CLEANERS Federal Waste Generator Description: Small Quantity Generator State District Owner: CA Large Quantity Handler of Universal Waste: No Recognized Trader Importer: No Recognized Trader Exporter: No Spent Lead Acid Battery Importer: No Spent Lead Acid Battery Exporter: No Current Record: Yes Non Storage Recycler Activity: Not reported Electronic Manifest Broker: Not reported Receive Date: 1986-12-08 00:00:00.0 Handler Name: CARIOCA CLEANERS Federal Waste Generator Description: Large Quantity Generator State District Owner: CA Large Quantity Handler of Universal Waste: No Recognized Trader Importer: No Recognized Trader Exporter: No Spent Lead Acid Battery Importer: No Spent Lead Acid Battery Exporter: No Current Record: No Non Storage Recycler Activity: Not reported Electronic Manifest Broker: Not reported List of NAICS Codes and Descriptions: NAICS Code: 81232 NAICS Description: DRYCLEANING AND LAUNDRY SERVICES(EXCEPT COIN-OPERATED) Facility Has Received Notices of Violation: Found Violation: No Agency Which Determined Violation: Not reported Violation Short Description: Not reported Date Violation was Determined: Not reported Actual Return to Compliance Date: Not reported Return to Compliance Qualifier: Not reported Violation Responsible Agency: Not reported Scheduled Compliance Date: Not reported Enforcement Identifier: Not reported Date of Enforcement Action: Not reported Enforcement Responsible Agency: Not reported Enforcement Docket Number: Not reported TC6651002.2s Page 374 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CARIOCA CLEANERS (Continued) 1000259201 Enforcement Attorney: Not reported Corrective Action Component: Not reported Appeal Initiated Date: Not reported Appeal Resolution Date: Not reported Disposition Status Date: Not reported Disposition Status: Not reported Disposition Status Description: Not reported Consent/Final Order Sequence Number:Not reported Consent/Final Order Respondent Name: Not reported Consent/Final Order Lead Agency: Not reported Enforcement Type: Not reported Enforcement Responsible Person: Not reported Enforcement Responsible Sub-Organization: Not reported SEP Sequence Number: Not reported SEP Expenditure Amount: Not reported SEP Scheduled Completion Date: Not reported SEP Actual Date: Not reported SEP Defaulted Date: Not reported SEP Type: Not reported SEP Type Description: Not reported Proposed Amount: Not reported Final Monetary Amount: Not reported Paid Amount: Not reported Final Count: Not reported Final Amount: Not reported Evaluation Action Summary: Evaluation Date: 1994-10-13 00:00:00.0 Evaluation Responsible Agency: State Contractor/Grantee Found Violation: No Evaluation Type Description: COMPLIANCE EVALUATION INSPECTION ON-SITE Evaluation Responsible Person Identifier: R9 Evaluation Responsible Sub-Organization: Not reported Actual Return to Compliance Date: Not reported Scheduled Compliance Date: Not reported Date of Request: Not reported Date Response Received: Not reported Request Agency: Not reported Former Citation: Not reported ENVIROSTOR: Name: CARIOCA CLEANERS Address: 13844 REDHILL AVENUE City,State,Zip: TUSTIN,CA 92780 Facility ID: 30720010 Status: Refer:1248 Local Agency Status Date: 01/02/2001 Site Code: Not reported Site Type: Evaluation Site Type Detailed: Evaluation Acres: Not reported NPL: NO Regulatory Agencies: NONE SPECIFIED Lead Agency: NONE SPECIFIED Program Manager: Not reported TC6651002.2s Page 375 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CARIOCA CLEANERS (Continued) 1000259201 Supervisor: Referred-Not Assigned Division Branch: Cleanup Cypress Assembly: 70 Senate: Not reported Special Program: Not reported Restricted Use: NO Site Mgmt Req: NONE SPECIFIED Funding: Not Applicable Latitude: 33.73461 Longitude: -117.8127 APN: NONE SPECIFIED Past Use: NONE SPECIFIED Potential COC: NONE SPECIFIED Confirmed COC: NONE SPECIFIED Potential Description: NONE SPECIFIED Alias Name: 30720010 Alias Type: Envirostor ID Number Completed Info: Completed Area Name: PROJECT WIDE Completed Sub Area Name: Not reported Completed Document Type: SB 1248 Notification Completed Date: 01/02/2001 Comments: SB 1248 Orange County 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 FINDS: Registry ID: 110006471898 Click Here: 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: 1000259201 Registry ID: 110006471898 DFR URL: hftp://echo.epa.gov/detailed-facility-report?fid=110006471898 Name: CARIOCA CLEANERS Address: 13844 REDHILL AVE City,State,Zip: TUSTIN,CA 92780 TC6651002.2s Page 376 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CARIOCA CLEANERS (Continued) 1000259201 DRYCLEAN SOUTH COAST: Name: CARIOCA CLEANERS Address: 13844 REDHILL AVE City,State,Zip: TUSTIN, CA 92680 Facility ID: 58024 Application Number: 159612 Permit Number: M59966 Status: S Representative Name: YOUNG J.KIM Representative Telephone: 714 8381997 Permit Status: INACTIVE BCAT Number: 000234 BCAT Description: DRY CLEANING EQUIP PERCH LOROETHYLENE CCAT Number: 02 CCAT Description: ADSORBER(DRY CLEANING)REGENERATIVE UTM East: 0 UTM North: 0 Application Date: 07/27/1987 PO Issue Date: 01/15/1988 NAICS Code: Not reported SIC Code: 7216 EMI: Name: CARIOCA CLEAN ERS,SONG CHOL YAN Address: 13844 REDHILL AV City,State,Zip: TUSTIN,CA 926800000 Year: 1990 County Code: 30 Air Basin: Sc Facility ID: 66048 Air District Name: Sc SIC Code: 7216 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 HAZN ET: Name: CARIOCA CLEANERS Address: 13844 REDHILL AVE Address 2: Not reported City,State,Zip: TUSTIN,CA 926800000 Contact: IL D KIM Telephone: 7148381997 Mailing Name: Not reported Mailing Address: 13844 RED HILL AVE Year: 1996 Gepaid: CAD981617962 TSD EPA ID: CAD981397417 TC6651002.2s Page 377 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CARIOCA CLEANERS (Continued) 1000259201 CA Waste Code: 211 -Halogenated solvents(chloroforms,methyl chloride, perch loroethylene,etc) Disposal Method: R01 -Recycler Tons: 0.4066 Year: 1995 Gepaid: CAD981617962 TSD EPA ID: CAD981397417 CA Waste Code: 211 -Halogenated solvents(chloroforms,methyl chloride, perch loroethylene,etc) Disposal Method: R01 -Recycler Tons: 0.5901 Year: 1995 Gepaid: CAD981617962 TSD EPA ID: CAD981397417 CA Waste Code: Disposal Method: R01 -Recycler Tons: 0 Year: 1987 Gepaid: CAD981617962 TSD EPA ID: CAD980737548 CA Waste Code: 211 -Halogenated solvents(chloroforms,methyl chloride, perch loroethylene,etc) Disposal Method: H01 -Transfer Station Tons: 0.14 Additional Info: Year: 1996 Gen EPA ID: CAD981617962 Shipment Date: 19960131 Creation Date: 10/16/1996 0:00:00 Receipt Date: 19960201 Manifest ID: 95924579 Trans EPA ID: CAD981414386 Trans Name: Not reported Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD981397417 Trans Name: Not reported TSDF Alt EPA ID: CAD981397417 TSDF Alt Name: Not reported Waste Code Description: 211 -Halogenated solvents(chloroform,methyl chloride, perch loroethylene,etc. RCRA Code: F002 Meth Code: R01 -Recycler Quantity Tons: 0 Waste Quantity: 0 Quantity Unit: Not reported Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported TC6651002.2s Page 378 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CARIOCA CLEANERS (Continued) 1000259201 Shipment Date: 19960131 Creation Date: 10/16/1996 0:00:00 Receipt Date: 19960201 Manifest ID: 95924579 Trans EPA ID: CAD981414386 Trans Name: Not reported Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD981397417 Trans Name: Not reported TSDF Alt EPA ID: CAD981397417 TSDF Alt Name: Not reported Waste Code Description: 211 -Halogenated solvents(chloroform,methyl chloride, perch loroethylene,etc. RCRA Code: F002 Meth Code: R01 -Recycler Quantity Tons: 0.0625 Waste Quantity: 15 Quantity Unit: G Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 19960123 Creation Date: 10/10/1996 0:00:00 Receipt Date: 19960124 Manifest ID: 95925063 Trans EPA ID: CAD981414386 Trans Name: Not reported Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD981397417 Trans Name: Not reported TSDF Alt EPA ID: CAD981397417 TSDF Alt Name: Not reported Waste Code Description: 211 -Halogenated solvents(chloroform, methyl chloride, perch loroethylene,etc. RCRA Code: F002 Meth Code: R01 -Recycler Quantity Tons: 0.2107 Waste Quantity: 0.25 Quantity Unit: Y Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 19960123 Creation Date: 10/10/1996 0:00:00 Receipt Date: 19960124 Manifest ID: 95925063 Trans EPA ID: CAD981414386 Trans Name: Not reported Trans 2 EPA ID: Not reported TC6651002.2s Page 379 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CARIOCA CLEANERS (Continued) 1000259201 Trans 2 Name: Not reported TSDF EPA ID: CAD981397417 Trans Name: Not reported TSDF Alt EPA ID: CAD981397417 TSDF Alt Name: Not reported Waste Code Description: 211 -Halogenated solvents(chloroform,methyl chloride, perch loroethylene,etc. RCRA Code: F002 Meth Code: R01 -Recycler Quantity Tons: 0.1334 Waste Quantity: 32 Quantity Unit: G Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Additional Info: Year: 1995 Gen EPA ID: CAD981617962 Shipment Date: 19950921 Creation Date: 7/26/1996 0:00:00 Receipt Date: 19950922 Manifest ID: 95669697 Trans EPA ID: CAD981414386 Trans Name: Not reported Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD981397417 Trans Name: Not reported TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: -Not reported RCRA Code: Not reported Meth Code: R01 -Recycler Quantity Tons: 0 Waste Quantity: 0 Quantity Unit: Not reported Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 19950921 Creation Date: 7/26/1996 0:00:00 Receipt Date: 19950922 Manifest ID: 95669697 Trans EPA ID: CAD981414386 Trans Name: Not reported Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD981397417 Trans Name: Not reported TSDF Alt EPA ID: Not reported TC6651002.2s Page 380 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CARIOCA CLEANERS (Continued) 1000259201 TSDF Alt Name: Not reported Waste Code Description: 211 -Halogenated solvents(chloroform,methyl chloride, perch loroethylene,etc. RCRA Code: F002 Meth Code: R01 -Recycler Quantity Tons: 0.0667 Waste Quantity: 16 Quantity Unit: G Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 19950921 Creation Date: 7/26/1996 0:00:00 Receipt Date: 19950922 Manifest ID: 95943284 Trans EPA ID: CAD981414386 Trans Name: Not reported Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD981397417 Trans Name: Not reported TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 211 -Halogenated solvents(chloroform,methyl chloride, perch loroethylene,etc. RCRA Code: F002 Meth Code: R01 -Recycler Quantity Tons: 0.2107 Waste Quantity: 0.25 Quantity Unit: Y Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 19950921 Creation Date: 7/26/1996 0:00:00 Receipt Date: 19950922 Manifest ID: 95943284 Trans EPA ID: CAD981414386 Trans Name: Not reported Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD981397417 Trans Name: Not reported TSDF Alt EPA ID: Not reported TSDF Alt Name: Not reported Waste Code Description: 211 -Halogenated solvents(chloroform,methyl chloride, perch loroethylene,etc. RCRA Code: F002 Meth Code: R01 -Recycler Quantity Tons: 0.2293 Waste Quantity: 55 TC6651002.2s Page 381 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CARIOCA CLEANERS (Continued) 1000259201 Quantity Unit: G Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 19950403 Creation Date: 3/29/1996 0:00:00 Receipt Date: 19950404 Manifest ID: 95185778 Trans EPA ID: CAD981414386 Trans Name: Not reported Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD981397417 Trans Name: Not reported TSDF Alt EPA ID: CAD981397417 TSDF Alt Name: Not reported Waste Code Description: -Not reported RCRA Code: Not reported Meth Code: R01 -Recycler Quantity Tons: 0 Waste Quantity: 0 Quantity Unit: Not reported Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported Shipment Date: 19950403 Creation Date: 3/29/1996 0:00:00 Receipt Date: 19950404 Manifest ID: 95185778 Trans EPA ID: CAD981414386 Trans Name: Not reported Trans 2 EPA ID: Not reported Trans 2 Name: Not reported TSDF EPA ID: CAD981397417 Trans Name: Not reported TSDF Alt EPA ID: CAD981397417 TSDF Alt Name: Not reported Waste Code Description: 211 -Halogenated solvents(chloroform,methyl chloride, perch loroethylene,etc. RCRA Code: F002 Meth Code: R01 -Recycler Quantity Tons: 0.0834 Waste Quantity: 20 Quantity Unit: G Additional Code 1: Not reported Additional Code 2: Not reported Additional Code 3: Not reported Additional Code 4: Not reported Additional Code 5: Not reported TC6651002.2s Page 382 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number CARIOCA CLEANERS (Continued) 1000259201 H WTS: Name: CARIOCA CLEANERS Address: 13844 REDHILL AVE Address 2: Not reported City,State,Zip: TUSTIN,CA 926800000 EPA ID: CAD981617962 Inactive Date: 06/30/1998 Create Date: 04/10/1987 Last Act Date: 09/14/2004 Mailing Name: Not reported Mailing Address: 13844 RED HILL AVE Mailing Address 2: Not reported Mailing City,State,Zip: TUSTIN,CA 927800000 Owner Name: SONG CHOL YANG Owner Address: 13844 RED HILL AVE. Owner Address 2: Not reported Owner City,State,Zip: TUSTIN,CA 927800000 Contact Name: IL D KIM Contact Address: INACTIVE PER VQ98-BMI Contact Address 2: Not reported City,State,Zip: TUSTIN, CA 927800000 TC6651002.2s Page 383 Count:11 records. ORPHAN SUMMARY City EDR ID Site Name Site Address Zip Database(s) ANAHEIM S126983820 LA PALMA DUMP S OF LA PALMA AND W OF HARBOR 92705 SWF/LF IRVINE S126983818 JEFFERY ROAD ROCK PLANT JEFFREY ROAD AND SANTIAGO CANY 92705 SWF/LF ORANGE S126983810 FOSTER SAND&GRAVEL KATELLA(E)AND SANTA ANA RIVE 92705 SWF/LF ORANGE S126983849 CALMET/CON ROCK QUARRY PROSPECT AND SPRING(NW CORNER 92705 SWF/LF ORANGE S126983807 ORANGE CITY DUMP#2 SANTA ANA RIVE N SIDE OF KATELLA BETWEEN MAIN 92705 SWF/LF SANTA ANA S105026411 ARCO#0206 3021ST ST 92701 LUST,HIST CORTESE SANTA ANA S108996924 INTERSECTION OF MAIN AND CHEST 92701 CDL SANTA ANA S123757560 WILBUR ELLIS CO 7982 IRVINE BLVD 92705 SWF/LF,HAZNET,HWTS SANTA ANA S106387336 INTERSTATE ENVIRONMENTAL SERVICES 119 MAIN ST 92701 LUST SANTA ANA S126976592 CARICH ENTERPRISES,INC. 1529-B E MCFADDEN AVE 92705 CERS HAZ WASTE TUSTIN S108985909 USMCAS TUSTIN-MOFFET TRENCHES N/A JAMBOREE CPS-SLIC TC6651002.2s Page 384 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 underthe 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:07/29/2021 Source: EPA Date Data Arrived at EDR:08/04/2021 Telephone: N/A Date Made Active in Reports:08/31/2021 Last EDR Contact:09/01/2021 Number of Days to Update:27 Next Scheduled EDR Contact: 10/11/2021 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:07/29/2021 Source: EPA Date Data Arrived at EDR:08/04/2021 Telephone: N/A Date Made Active in Reports:08/31/2021 Last EDR Contact:09/01/2021 Number of Days to Update:27 Next Scheduled EDR Contact: 10/11/2021 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. TC6651002.2s 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:07/29/2021 Source: EPA Date Data Arrived at EDR:08/04/2021 Telephone: N/A Date Made Active in Reports:08/31/2021 Last EDR Contact:09/01/2021 Number of Days to Update:27 Next Scheduled EDR Contact: 10/11/2021 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:02/22/2021 Source: Environmental Protection Agency Date Data Arrived at EDR:03/30/2021 Telephone: 703-603-8704 Date Made Active in Reports:06/17/2021 Last EDR Contact:06/23/2021 Number of Days to Update:79 Next Scheduled EDR Contact: 10/11/2021 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:07/29/2021 Source: EPA Date Data Arrived at EDR:08/04/2021 Telephone: 800-424-9346 Date Made Active in Reports:08/31/2021 Last EDR Contact:09/01/2021 Number of Days to Update:27 Next Scheduled EDR Contact: 10/25/2021 Data Release Frequency:Quarterly Federal CERCLIS NFRAP site list SEMS-ARCHIVE: Superfund Enterprise Management System Archive TC6651002.2s 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:07/29/2021 Source: EPA Date Data Arrived at EDR:08/04/2021 Telephone: 800-424-9346 Date Made Active in Reports:08/31/2021 Last EDR Contact:09/01/2021 Number of Days to Update:27 Next Scheduled EDR Contact: 10/25/2021 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:03/22/2021 Source: EPA Date Data Arrived at EDR:03/23/2021 Telephone: 800-424-9346 Date Made Active in Reports:05/19/2021 Last EDR Contact:06/21/2021 Number of Days to Update:57 Next Scheduled EDR Contact: 10/04/2021 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:03/22/2021 Source: Environmental Protection Agency Date Data Arrived at EDR:03/23/2021 Telephone: (415)495-8895 Date Made Active in Reports:05/19/2021 Last EDR Contact:06/21/2021 Number of Days to Update:57 Next Scheduled EDR Contact: 10/04/2021 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:03/22/2021 Source: Environmental Protection Agency Date Data Arrived at EDR:03/23/2021 Telephone: (415)495-8895 Date Made Active in Reports:05/19/2021 Last EDR Contact:06/21/2021 Number of Days to Update:57 Next Scheduled EDR Contact: 10/04/2021 Data Release Frequency:Quarterly TC6651002.2s 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:03/22/2021 Source: Environmental Protection Agency Date Data Arrived at EDR:03/23/2021 Telephone: (415)495-8895 Date Made Active in Reports:05/19/2021 Last EDR Contact:06/21/2021 Number of Days to Update:57 Next Scheduled EDR Contact: 10/04/2021 Data Release Frequency:Quarterly RCRA-VSQG: RCRA-Very Small Quantity Generators(Formerly 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).Very small quantity generators(VSQGs)generate less than 100 kg of hazardous waste,or less than 1 kg of acutely hazardous waste per month. Date of Government Version:03/22/2021 Source: Environmental Protection Agency Date Data Arrived at EDR:03/23/2021 Telephone: (415)495-8895 Date Made Active in Reports:05/19/2021 Last EDR Contact:06/21/2021 Number of Days to Update:57 Next Scheduled EDR Contact: 10/04/2021 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:05/10/2021 Source: Department of the Navy Date Data Arrived at EDR:05/13/2021 Telephone: 843-820-7326 Date Made Active in Reports:08/03/2021 Last EDR Contact:08/05/2021 Number of Days to Update:82 Next Scheduled EDR Contact: 11/22/2021 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:05/17/2021 Source: Environmental Protection Agency Date Data Arrived at EDR:05/21/2021 Telephone: 703-603-0695 Date Made Active in Reports:08/11/2021 Last EDR Contact:08/23/2021 Number of Days to Update:82 Next Scheduled EDR Contact: 12/06/2021 Data Release Frequency:Varies US INST CONTROLS: Institutional Controls Sites List 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:05/17/2021 Source: Environmental Protection Agency Date Data Arrived at EDR:05/21/2021 Telephone: 703-603-0695 Date Made Active in Reports:08/11/2021 Last EDR Contact:08/23/2021 Number of Days to Update:82 Next Scheduled EDR Contact: 12/06/2021 Data Release Frequency:Varies TC6651002.2s 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:06/14/2021 Source: National Response Center, United States Coast Guard Date Data Arrived at EDR:06/17/2021 Telephone: 202-267-2180 Date Made Active in Reports:08/17/2021 Last EDR Contact:06/17/2021 Number of Days to Update:61 Next Scheduled EDR Contact: 10/04/2021 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:04/23/2021 Source: Department of Toxic Substances Control Date Data Arrived at EDR:04/23/2021 Telephone: 916-323-3400 Date Made Active in Reports:07/12/2021 Last EDR Contact:07/22/2021 Number of Days to Update:80 Next Scheduled EDR Contact: 11/08/2021 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:04/23/2021 Source: Department of Toxic Substances Control Date Data Arrived at EDR:04/23/2021 Telephone: 916-323-3400 Date Made Active in Reports:07/12/2021 Last EDR Contact:07/22/2021 Number of Days to Update:80 Next Scheduled EDR Contact: 11/08/2021 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:05/10/2021 Source: Department of Resources Recycling and Recovery Date Data Arrived at EDR:05/11/2021 Telephone: 916-341-6320 Date Made Active in Reports:07/27/2021 Last EDR Contact:08/10/2021 Number of Days to Update:77 Next Scheduled EDR Contact: 11/22/2021 Data Release Frequency:Quarterly State and tribal leaking storage tank lists TC6651002.2s Page GR-5 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 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:No Update Planned 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 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 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 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 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. TC6651002.2s Page GR-6 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 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 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:No Update Planned 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: 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:06/03/2021 Source: State Water Resources Control Board Date Data Arrived at EDR:06/03/2021 Telephone: see region list Date Made Active in Reports:08/24/2021 Last EDR Contact:09/07/2021 Number of Days to Update:82 Next Scheduled EDR Contact: 12/20/2021 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 R8: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Colorado,Montana,North Dakota,South Dakota,Utah and Wyoming. Date of Government Version:05/27/2021 Source: EPA Region 8 Date Data Arrived at EDR:06/11/2021 Telephone: 303-312-6271 Date Made Active in Reports:09/07/2021 Last EDR Contact:06/11/2021 Number of Days to Update:88 Next Scheduled EDR Contact: 11/01/2021 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:05/27/2021 Source: Environmental Protection Agency Date Data Arrived at EDR:06/11/2021 Telephone: 415-972-3372 Date Made Active in Reports:09/07/2021 Last EDR Contact:06/11/2021 Number of Days to Update:88 Next Scheduled EDR Contact: 11/01/2021 Data Release Frequency:Varies TC6651002.2s Page GR-7 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING INDIAN LUST R10: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Alaska, Idaho,Oregon and Washington. Date of Government Version:04/27/2021 Source: EPA Region 10 Date Data Arrived at EDR:06/11/2021 Telephone: 206-553-2857 Date Made Active in Reports:09/07/2021 Last EDR Contact:06/11/2021 Number of Days to Update:88 Next Scheduled EDR Contact: 11/01/2021 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:04/06/2021 Source: EPA, Region 5 Date Data Arrived at EDR:06/11/2021 Telephone: 312-886-7439 Date Made Active in Reports:09/07/2021 Last EDR Contact:06/11/2021 Number of Days to Update:88 Next Scheduled EDR Contact: 11/01/2021 Data Release Frequency:Varies INDIAN LUST R7: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Iowa,Kansas,and Nebraska Date of Government Version:06/01/2021 Source: EPA Region 7 Date Data Arrived at EDR:06/11/2021 Telephone: 913-551-7003 Date Made Active in Reports:09/07/2021 Last EDR Contact:06/11/2021 Number of Days to Update:88 Next Scheduled EDR Contact: 11/01/2021 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: 10/02/2020 Source: EPA Region 4 Date Data Arrived at EDR:12/18/2020 Telephone: 404-562-8677 Date Made Active in Reports:03/12/2021 Last EDR Contact:06/17/2021 Number of Days to Update:84 Next Scheduled EDR Contact: 11/01/2021 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:04/28/2021 Source: EPA Region 1 Date Data Arrived at EDR:06/11/2021 Telephone: 617-918-1313 Date Made Active in Reports:09/07/2021 Last EDR Contact:06/11/2021 Number of Days to Update:88 Next Scheduled EDR Contact: 11/01/2021 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:05/17/2021 Source: EPA Region 6 Date Data Arrived at EDR:06/11/2021 Telephone: 214-665-6597 Date Made Active in Reports:09/07/2021 Last EDR Contact:06/11/2021 Number of Days to Update:88 Next Scheduled EDR Contact: 11/01/2021 Data Release Frequency:Varies 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:06/03/2021 Source: State Water Resources Control Board Date Data Arrived at EDR:06/03/2021 Telephone: 866-480-1028 Date Made Active in Reports:08/24/2021 Last EDR Contact:09/07/2021 Number of Days to Update:82 Next Scheduled EDR Contact: 12/20/2021 Data Release Frequency:Varies TC6651002.2s Page GR-8 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 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:No Update Planned 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:No Update Planned 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:No Update Planned 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:No Update Planned 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:No Update Planned TC6651002.2s Page GR-9 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 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:No Update Planned 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:No Update Planned 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:01/29/2021 Source: FEMA Date Data Arrived at EDR:02/17/2021 Telephone: 202-646-5797 Date Made Active in Reports:03/22/2021 Last EDR Contact:06/29/2021 Number of Days to Update:33 Next Scheduled EDR Contact: 10/18/2021 Data Release Frequency:Varies 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. TC6651002.2s Page GR-10 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version:05/20/2021 Source: State Water Resources Control Board Date Data Arrived at EDR:06/04/2021 Telephone: 916-327-7844 Date Made Active in Reports:08/30/2021 Last EDR Contact:06/04/2021 Number of Days to Update:87 Next Scheduled EDR Contact:09/20/2021 Data Release Frequency:Varies UST: Active UST Facilities Active UST facilities gathered from the local regulatory agencies Date of Government Version:06/03/2021 Source: SWRCB Date Data Arrived at EDR:06/03/2021 Telephone: 916-341-5851 Date Made Active in Reports:08/24/2021 Last EDR Contact:09/07/2021 Number of Days to Update:82 Next Scheduled EDR Contact: 12/20/2021 Data Release Frequency:Semi-Annually MILITARY UST SITES: Military UST Sites(GEOTRACKER) Military ust sites Date of Government Version:06/03/2021 Source: State Water Resources Control Board Date Data Arrived at EDR:06/03/2021 Telephone: 866-480-1028 Date Made Active in Reports:08/24/2021 Last EDR Contact:09/07/2021 Number of Days to Update:82 Next Scheduled EDR Contact: 12/20/2021 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:06/08/2021 Number of Days to Update:69 Next Scheduled EDR Contact:09/27/2021 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:04/28/2021 Source: EPA, Region 1 Date Data Arrived at EDR:06/11/2021 Telephone: 617-918-1313 Date Made Active in Reports:09/07/2021 Last EDR Contact:06/11/2021 Number of Days to Update:88 Next Scheduled EDR Contact: 11/01/2021 Data Release Frequency:Varies 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:04/27/2021 Source: EPA Region 10 Date Data Arrived at EDR:06/11/2021 Telephone: 206-553-2857 Date Made Active in Reports:09/07/2021 Last EDR Contact:06/11/2021 Number of Days to Update:88 Next Scheduled EDR Contact: 11/01/2021 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:05/27/2021 Source: EPA Region 9 Date Data Arrived at EDR:06/11/2021 Telephone: 415-972-3368 Date Made Active in Reports:09/07/2021 Last EDR Contact:06/11/2021 Number of Days to Update:88 Next Scheduled EDR Contact: 11/01/2021 Data Release Frequency:Varies TC6651002.2s Page GR-11 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 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: 10/02/2020 Source: EPA Region 4 Date Data Arrived at EDR:12/18/2020 Telephone: 404-562-9424 Date Made Active in Reports:03/12/2021 Last EDR Contact:06/17/2021 Number of Days to Update:84 Next Scheduled EDR Contact: 11/01/2021 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:04/06/2021 Source: EPA Region 5 Date Data Arrived at EDR:06/11/2021 Telephone: 312-886-6136 Date Made Active in Reports:09/07/2021 Last EDR Contact:06/11/2021 Number of Days to Update:88 Next Scheduled EDR Contact: 11/01/2021 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:06/01/2021 Source: EPA Region 7 Date Data Arrived at EDR:06/11/2021 Telephone: 913-551-7003 Date Made Active in Reports:09/07/2021 Last EDR Contact:06/11/2021 Number of Days to Update:88 Next Scheduled EDR Contact: 11/01/2021 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:05/27/2021 Source: EPA Region 8 Date Data Arrived at EDR:06/11/2021 Telephone: 303-312-6137 Date Made Active in Reports:09/07/2021 Last EDR Contact:06/11/2021 Number of Days to Update:88 Next Scheduled EDR Contact: 11/01/2021 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:05/17/2021 Source: EPA Region 6 Date Data Arrived at EDR:06/11/2021 Telephone: 214-665-7591 Date Made Active in Reports:09/07/2021 Last EDR Contact:06/11/2021 Number of Days to Update:88 Next Scheduled EDR Contact: 11/01/2021 Data Release Frequency:Varies State and tribal voluntary cleanup sites 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:06/15/2021 Number of Days to Update:142 Next Scheduled EDR Contact: 10/04/2021 Data Release Frequency:No Update Planned TC6651002.2s Page GR-12 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 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:04/23/2021 Source: Department of Toxic Substances Control Date Data Arrived at EDR:04/23/2021 Telephone: 916-323-3400 Date Made Active in Reports:07/12/2021 Last EDR Contact:07/22/2021 Number of Days to Update:80 Next Scheduled EDR Contact: 11/08/2021 Data Release Frequency:Quarterly 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:07/08/2021 Number of Days to Update:27 Next Scheduled EDR Contact:07/20/2009 Data Release Frequency:No Update Planned 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:03/22/2021 Source: State Water Resources Control Board Date Data Arrived at EDR:03/23/2021 Telephone: 916-323-7905 Date Made Active in Reports:06/10/2021 Last EDR Contact:06/17/2021 Number of Days to Update:79 Next Scheduled EDR Contact: 10/04/2021 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:06/10/2021 Source: Environmental Protection Agency Date Data Arrived at EDR:06/10/2021 Telephone: 202-566-2777 Date Made Active in Reports:08/17/2021 Last EDR Contact:06/10/2021 Number of Days to Update:68 Next Scheduled EDR Contact:09/27/2021 Data Release Frequency:Semi-Annually 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. TC6651002.2s Page GR-13 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 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:07/20/2021 Number of Days to Update:30 Next Scheduled EDR Contact: 11/08/2021 Data Release Frequency:No Update Planned SWRCY: Recycler Database A listing of recycling facilities in California. Date of Government Version:06/04/2021 Source: Department of Conservation Date Data Arrived at EDR:06/04/2021 Telephone: 916-323-3836 Date Made Active in Reports:08/27/2021 Last EDR Contact:06/04/2021 Number of Days to Update:84 Next Scheduled EDR Contact:09/20/2021 Data Release Frequency:Quarterly HAULERS: Registered Waste Tire Haulers Listing A listing of registered waste tire haulers. Date of Government Version: 11/23/2020 Source: Integrated Waste Management Board Date Data Arrived at EDR:11/23/2020 Telephone: 916-341-6422 Date Made Active in Reports:02/08/2021 Last EDR Contact:08/17/2021 Number of Days to Update:77 Next Scheduled EDR Contact: 11/22/2021 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:07/20/2021 Number of Days to Update:52 Next Scheduled EDR Contact: 11/08/2021 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 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:07/13/2021 Number of Days to Update:137 Next Scheduled EDR Contact: 11/01/2021 Data Release Frequency:No Update Planned 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:07/20/2021 Number of Days to Update:176 Next Scheduled EDR Contact: 11/08/2021 Data Release Frequency:Varies TC6651002.2s Page GR-14 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 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:05/18/2021 Source: Drug Enforcement Administration Date Data Arrived at EDR:05/18/2021 Telephone: 202-307-1000 Date Made Active in Reports:08/03/2021 Last EDR Contact:08/17/2021 Number of Days to Update:77 Next Scheduled EDR Contact: 12/06/2021 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:04/23/2021 Source: Department of Toxic Substances Control Date Data Arrived at EDR:04/23/2021 Telephone: 916-323-3400 Date Made Active in Reports:07/12/2021 Last EDR Contact:07/22/2021 Number of Days to Update:80 Next Scheduled EDR Contact: 11/08/2021 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: 12/31/2019 Source: Department of Toxic Substances Control Date Data Arrived at EDR:01/20/2021 Telephone: 916-255-6504 Date Made Active in Reports:04/08/2021 Last EDR Contact:08/10/2021 Number of Days to Update:78 Next Scheduled EDR Contact: 10/18/2021 Data Release Frequency:Varies 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:04/19/2021 Source: CaIEPA Date Data Arrived at EDR:04/20/2021 Telephone: 916-323-2514 Date Made Active in Reports:07/07/2021 Last EDR Contact:07/15/2021 Number of Days to Update:78 Next Scheduled EDR Contact: 11/01/2021 Data Release Frequency:Quarterly 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. TC6651002.2s Page GR-15 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 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 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:05/18/2021 Source: Drug Enforcement Administration Date Data Arrived at EDR:05/18/2021 Telephone: 202-307-1000 Date Made Active in Reports:08/03/2021 Last EDR Contact:08/17/2021 Number of Days to Update:77 Next Scheduled EDR Contact: 12/06/2021 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:06/04/2021 Source: State Water Resources Control Board Date Data Arrived at EDR:06/04/2021 Telephone: 866-480-1028 Date Made Active in Reports:08/27/2021 Last EDR Contact:08/26/2021 Number of Days to Update:84 Next Scheduled EDR Contact:09/20/2021 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 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. 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:05/06/2021 Source: San Francisco County Department of Public Health Date Data Arrived at EDR:05/07/2021 Telephone: 415-252-3896 Date Made Active in Reports:07/23/2021 Last EDR Contact:07/26/2021 Number of Days to Update:77 Next Scheduled EDR Contact: 11/14/2021 Data Release Frequency:Varies TC6651002.2s Page GR-16 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 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 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:04/19/2021 Source: California Environmental Protection Agency Date Data Arrived at EDR:04/20/2021 Telephone: 916-323-2514 Date Made Active in Reports:07/07/2021 Last EDR Contact:07/15/2021 Number of Days to Update:78 Next Scheduled EDR Contact: 11/01/2021 Data Release Frequency:Quarterly 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:05/27/2021 Source: Department of Toxic Substances Control Date Data Arrived at EDR:05/28/2021 Telephone: 916-323-3400 Date Made Active in Reports:08/20/2021 Last EDR Contact:08/24/2021 Number of Days to Update:84 Next Scheduled EDR Contact: 12/13/2021 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:07/29/2021 Source: Environmental Protection Agency Date Data Arrived at EDR:08/04/2021 Telephone: 202-564-6023 Date Made Active in Reports:08/31/2021 Last EDR Contact:09/01/2021 Number of Days to Update:27 Next Scheduled EDR Contact: 10/11/2021 Data Release Frequency:Semi-Annually DEED: Deed Restriction Listing 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:05/28/2021 Source: DTSC and SWRCB Date Data Arrived at EDR:05/28/2021 Telephone: 916-323-3400 Date Made Active in Reports:08/20/2021 Last EDR Contact:08/31/2021 Number of Days to Update:84 Next Scheduled EDR Contact: 12/13/2021 Data Release Frequency:Semi-Annually Records of Emergency Release Reports TC6651002.2s Page GR-17 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING HMIRS: Hazardous Materials Information Reporting System Hazardous Materials Incident Report System. HMIRS contains hazardous material spill incidents reported to DOT. Date of Government Version:03/22/2021 Source: U.S.Department of Transportation Date Data Arrived at EDR:03/24/2021 Telephone: 202-366-4555 Date Made Active in Reports:06/17/2021 Last EDR Contact:06/17/2021 Number of Days to Update:85 Next Scheduled EDR Contact: 10/04/2021 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:04/04/2021 Source: Office of Emergency Services Date Data Arrived at EDR:04/20/2021 Telephone: 916-845-8400 Date Made Active in Reports:07/07/2021 Last EDR Contact:07/15/2021 Number of Days to Update:78 Next Scheduled EDR Contact: 11/01/2021 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:06/03/2021 Source: State Water Qualilty Control Board Date Data Arrived at EDR:06/03/2021 Telephone: 866-480-1028 Date Made Active in Reports:08/24/2021 Last EDR Contact:09/07/2021 Number of Days to Update:82 Next Scheduled EDR Contact: 12/20/2021 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:06/03/2021 Source: State Water Resources Control Board Date Data Arrived at EDR:06/03/2021 Telephone: 866-480-1028 Date Made Active in Reports:08/24/2021 Last EDR Contact:09/07/2021 Number of Days to Update:82 Next Scheduled EDR Contact: 12/20/2021 Data Release Frequency:Quarterly 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. TC6651002.2s Page GR-18 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version:03/22/2021 Source: Environmental Protection Agency Date Data Arrived at EDR:03/23/2021 Telephone: (415)495-8895 Date Made Active in Reports:05/19/2021 Last EDR Contact:06/21/2021 Number of Days to Update:57 Next Scheduled EDR Contact: 10/04/2021 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:05/04/2021 Source: U.S.Army Corps of Engineers Date Data Arrived at EDR:05/18/2021 Telephone: 202-528-4285 Date Made Active in Reports:08/11/2021 Last EDR Contact:08/17/2021 Number of Days to Update:85 Next Scheduled EDR Contact: 11/29/2021 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:07/13/2021 Number of Days to Update:62 Next Scheduled EDR Contact: 10/25/2021 Data Release Frequency:Varies 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:04/02/2018 Source: U.S.Geological Survey Date Data Arrived at EDR:04/11/2018 Telephone: 888-275-8747 Date Made Active in Reports: 11/06/2019 Last EDR Contact:07/09/2021 Number of Days to Update:574 Next Scheduled EDR Contact: 10/18/2021 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. 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:08/06/2021 Number of Days to Update:63 Next Scheduled EDR Contact: 11/22/2021 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:03/22/2021 Source: Environmental Protection Agency Date Data Arrived at EDR:03/23/2021 Telephone: 202-566-1917 Date Made Active in Reports:06/17/2021 Last EDR Contact:06/21/2021 Number of Days to Update:86 Next Scheduled EDR Contact: 10/04/2021 Data Release Frequency:Quarterly TC6651002.2s Page GR-19 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 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:07/26/2021 Number of Days to Update:88 Next Scheduled EDR Contact: 11/15/2021 Data Release Frequency:No Update Planned 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:08/06/2021 Number of Days to Update:73 Next Scheduled EDR Contact: 11/15/2021 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:06/17/2020 Telephone: 202-260-5521 Date Made Active in Reports:09/10/2020 Last EDR Contact:06/17/2021 Number of Days to Update:85 Next Scheduled EDR Contact:09/27/2021 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. Date of Government Version: 12/31/2018 Source: EPA Date Data Arrived at EDR:08/14/2020 Telephone: 202-566-0250 Date Made Active in Reports: 11/04/2020 Last EDR Contact:08/17/2021 Number of Days to Update:82 Next Scheduled EDR Contact: 11/29/2021 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:04/19/2021 Source: EPA Date Data Arrived at EDR:04/20/2021 Telephone: 202-564-4203 Date Made Active in Reports:07/16/2021 Last EDR Contact:07/19/2021 Number of Days to Update:87 Next Scheduled EDR Contact: 11/01/2021 Data Release Frequency:Annually TC6651002.2s Page GR-20 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 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:07/29/2021 Source: EPA Date Data Arrived at EDR:08/04/2021 Telephone: 703-416-0223 Date Made Active in Reports:08/31/2021 Last EDR Contact:09/01/2021 Number of Days to Update:27 Next Scheduled EDR Contact: 12/13/2021 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:05/07/2021 Source: Environmental Protection Agency Date Data Arrived at EDR:05/13/2021 Telephone: 202-564-8600 Date Made Active in Reports:08/03/2021 Last EDR Contact:07/14/2021 Number of Days to Update:82 Next Scheduled EDR Contact: 11/01/2021 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 PRP: Potentially Responsible Parties A listing of verified Potentially Responsible Parties Date of Government Version: 12/30/2020 Source: EPA Date Data Arrived at EDR:01/14/2021 Telephone: 202-564-6023 Date Made Active in Reports:03/05/2021 Last EDR Contact:09/01/2021 Number of Days to Update:50 Next Scheduled EDR Contact: 11/15/2021 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: 11/19/2020 Source: EPA Date Data Arrived at EDR:01/08/2021 Telephone: 202-566-0500 Date Made Active in Reports:03/22/2021 Last EDR Contact:07/09/2021 Number of Days to Update:73 Next Scheduled EDR Contact: 10/18/2021 Data Release Frequency:Annually TC6651002.2s Page GR-21 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 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:06/29/2021 Number of Days to Update:79 Next Scheduled EDR Contact: 10/18/2021 Data Release Frequency:No Update Planned 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:No Update Planned 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:No Update Planned 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:03/08/2021 Source: Nuclear Regulatory Commission Date Data Arrived at EDR:03/11/2021 Telephone: 301-415-7169 Date Made Active in Reports:05/11/2021 Last EDR Contact:07/14/2021 Number of Days to Update:61 Next Scheduled EDR Contact: 11/01/2021 Data Release Frequency:Quarterly COAL ASH DOE: Steam-Electric Plant Operation Data A listing of power plants that store ash in surface ponds. Date of Government Version: 12/31/2019 Source: Department of Energy Date Data Arrived at EDR:12/01/2020 Telephone: 202-586-8719 Date Made Active in Reports:02/09/2021 Last EDR Contact:09/03/2021 Number of Days to Update:70 Next Scheduled EDR Contact: 12/13/2021 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:01/12/2017 Source: Environmental Protection Agency Date Data Arrived at EDR:03/05/2019 Telephone: N/A Date Made Active in Reports: 11/11/2019 Last EDR Contact:08/31/2021 Number of Days to Update:251 Next Scheduled EDR Contact: 12/13/2021 Data Release Frequency:Varies TC6651002.2s Page GR-22 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING PCB TRANSFORMER: PCB Transformer Registration Database The database of PCB transformer registrations that includes all PCB registration submittals. Date of Government Version:09/13/2019 Source: Environmental Protection Agency Date Data Arrived at EDR:11/06/2019 Telephone: 202-566-0517 Date Made Active in Reports:02/10/2020 Last EDR Contact:08/06/2021 Number of Days to Update:96 Next Scheduled EDR Contact: 11/15/2021 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:07/01/2019 Source: Environmental Protection Agency Date Data Arrived at EDR:07/01/2019 Telephone: 202-343-9775 Date Made Active in Reports:09/23/2019 Last EDR Contact:06/22/2021 Number of Days to Update:84 Next Scheduled EDR Contact: 10/11/2021 Data Release Frequency:No Update Planned 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. 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:01/02/2020 Source: Department of Transporation,Office of Pipeline Safety Date Data Arrived at EDR:01/28/2020 Telephone: 202-366-4595 Date Made Active in Reports:04/17/2020 Last EDR Contact:07/23/2021 Number of Days to Update:80 Next Scheduled EDR Contact: 11/08/2021 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. TC6651002.2s Page GR-23 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version:06/30/2021 Source: Department of Justice,Consent Decree Library Date Data Arrived at EDR:07/14/2021 Telephone: Varies Date Made Active in Reports:07/16/2021 Last EDR Contact:07/02/2021 Number of Days to Update:2 Next Scheduled EDR Contact: 10/18/2021 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: 12/31/2017 Source: EPA/NTIS Date Data Arrived at EDR:06/22/2020 Telephone: 800-424-9346 Date Made Active in Reports: 11/20/2020 Last EDR Contact:06/21/2021 Number of Days to Update:151 Next Scheduled EDR Contact: 10/04/2021 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:07/02/2021 Number of Days to Update:546 Next Scheduled EDR Contact: 10/18/2021 Data Release Frequency:Varies 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:07/23/2021 Number of Days to Update:3 Next Scheduled EDR Contact: 11/15/2021 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. Date of Government Version:08/30/2019 Source: Department of Energy Date Data Arrived at EDR:11/15/2019 Telephone: 505-845-0011 Date Made Active in Reports:01/28/2020 Last EDR Contact:08/12/2021 Number of Days to Update:74 Next Scheduled EDR Contact: 11/29/2021 Data Release Frequency:Varies LEAD SMELTER 1: Lead Smelter Sites A listing of former lead smelter site locations. Date of Government Version:07/29/2021 Source: Environmental Protection Agency Date Data Arrived at EDR:08/04/2021 Telephone: 703-603-8787 Date Made Active in Reports:08/31/2021 Last EDR Contact:09/01/2021 Number of Days to Update:27 Next Scheduled EDR Contact: 10/11/2021 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 TC6651002.2s Page GR-24 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 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:No Update Planned 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:No Update Planned MINES VIOLATIONS: MSHA Violation Assessment Data Mines violation and assessment information.Department of Labor,Mine Safety&Health Administration. Date of Government Version:05/27/2021 Source: DOL,Mine Safety&Health Admi Date Data Arrived at EDR:05/27/2021 Telephone: 202-693-9424 Date Made Active in Reports:06/10/2021 Last EDR Contact:08/25/2021 Number of Days to Update:14 Next Scheduled EDR Contact: 12/13/2021 Data Release Frequency:Quarterly 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:05/03/2021 Source: Department of Labor,Mine Safety and Health Administration Date Data Arrived at EDR:05/25/2021 Telephone: 303-231-5959 Date Made Active in Reports:08/11/2021 Last EDR Contact:08/24/2021 Number of Days to Update:78 Next Scheduled EDR Contact: 12/06/2021 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. Date of Government Version:05/06/2020 Source: USGS Date Data Arrived at EDR:05/27/2020 Telephone: 703-648-7709 Date Made Active in Reports:08/13/2020 Last EDR Contact:08/26/2021 Number of Days to Update:78 Next Scheduled EDR Contact: 12/06/2021 Data Release Frequency:Varies TC6651002.2s Page GR-25 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 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:08/26/2021 Number of Days to Update:97 Next Scheduled EDR Contact: 12/06/2021 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:06/15/2021 Source: Department of Interior Date Data Arrived at EDR:06/16/2021 Telephone: 202-208-2609 Date Made Active in Reports:08/17/2021 Last EDR Contact:08/31/2021 Number of Days to Update:62 Next Scheduled EDR Contact: 12/20/2021 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:05/05/2021 Source: EPA Date Data Arrived at EDR:05/18/2021 Telephone: (415)947-8000 Date Made Active in Reports:08/17/2021 Last EDR Contact:08/31/2021 Number of Days to Update:91 Next Scheduled EDR Contact: 12/13/2021 Data Release Frequency:Quarterly UXO: Unexploded Ordnance Sites A listing of unexploded ordnance site locations Date of Government Version: 12/31/2018 Source: Department of Defense Date Data Arrived at EDR:07/02/2020 Telephone: 703-704-1564 Date Made Active in Reports:09/17/2020 Last EDR Contact:07/07/2021 Number of Days to Update:77 Next Scheduled EDR Contact: 10/25/2021 Data Release Frequency:Varies ECHO: Enforcement&Compliance History Information ECHO provides integrated compliance and enforcement information for about 800,000 regulated facilities nationwide. Date of Government Version:04/04/2021 Source: Environmental Protection Agency Date Data Arrived at EDR:04/06/2021 Telephone: 202-564-2280 Date Made Active in Reports:06/25/2021 Last EDR Contact:07/01/2021 Number of Days to Update:80 Next Scheduled EDR Contact: 10/18/2021 Data Release Frequency:Quarterly DOCKET HWC: Hazardous Waste Compliance Docket Listing A complete list of the Federal Agency Hazardous Waste Compliance Docket Facilities. TC6651002.2s Page GR-26 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version:05/06/2021 Source: Environmental Protection Agency Date Data Arrived at EDR:05/21/2021 Telephone: 202-564-0527 Date Made Active in Reports:08/11/2021 Last EDR Contact:08/26/2021 Number of Days to Update:82 Next Scheduled EDR Contact: 12/06/2021 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:05/14/2021 Source: EPA Date Data Arrived at EDR:05/14/2021 Telephone: 800-385-6164 Date Made Active in Reports:08/03/2021 Last EDR Contact:08/13/2021 Number of Days to Update:81 Next Scheduled EDR Contact: 11/29/2021 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:03/22/2021 Source: CAL EPA/Office of Emergency Information Date Data Arrived at EDR:03/23/2021 Telephone: 916-323-3400 Date Made Active in Reports:06/10/2021 Last EDR Contact:06/17/2021 Number of Days to Update:79 Next Scheduled EDR Contact: 10/04/2021 Data Release Frequency:Quarterly CUPA LIVERMORE-PLEASANTON: CUPA Facility Listing list of facilities associated with the various CUPA programs in Livermore-Pleasanton Date of Government Version:05/01/2019 Source: Livermore-Pleasanton Fire Department Date Data Arrived at EDR:05/14/2019 Telephone: 925-454-2361 Date Made Active in Reports:07/17/2019 Last EDR Contact:08/13/2021 Number of Days to Update:64 Next Scheduled EDR Contact: 11/22/2021 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:05/25/2021 Source: Department of Toxic Substance Control Date Data Arrived at EDR:05/28/2021 Telephone: 916-327-4498 Date Made Active in Reports:08/20/2021 Last EDR Contact:08/24/2021 Number of Days to Update:84 Next Scheduled EDR Contact: 12/13/2021 Data Release Frequency:Annually DRYCLEAN AVAQMD: Antelope Valley Air Quality Management District Drycleaner Listing A listing of dry cleaners in the Antelope Valley Air Quality Management District. TC6651002.2s Page GR-27 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version:05/25/2021 Source: Antelope Valley Air Quality Management District Date Data Arrived at EDR:05/26/2021 Telephone: 661-723-8070 Date Made Active in Reports:08/18/2021 Last EDR Contact:08/24/2021 Number of Days to Update:84 Next Scheduled EDR Contact: 12/13/2021 Data Release Frequency:Varies 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:05/18/2021 Source: South Coast Air Quality Management District Date Data Arrived at EDR:05/19/2021 Telephone: 909-396-3211 Date Made Active in Reports:08/05/2021 Last EDR Contact:08/17/2021 Number of Days to Update:78 Next Scheduled EDR Contact: 12/06/2021 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: 12/31/2019 Source: California Air Resources Board Date Data Arrived at EDR:06/10/2021 Telephone: 916-322-2990 Date Made Active in Reports:08/27/2021 Last EDR Contact:06/10/2021 Number of Days to Update:78 Next Scheduled EDR Contact:09/27/2021 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:04/16/2021 Source: State Water Resoruces Control Board Date Data Arrived at EDR:04/20/2021 Telephone: 916-445-9379 Date Made Active in Reports:07/07/2021 Last EDR Contact:07/15/2021 Number of Days to Update:78 Next Scheduled EDR Contact: 11/01/2021 Data Release Frequency:Varies Financial Assurance 1: Financial Assurance Information Listing Financial Assurance information Date of Government Version:04/14/2021 Source: Department of Toxic Substances Control Date Data Arrived at EDR:04/15/2021 Telephone: 916-255-3628 Date Made Active in Reports:07/06/2021 Last EDR Contact:07/13/2021 Number of Days to Update:82 Next Scheduled EDR Contact: 11/01/2021 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. Date of Government Version:05/13/2021 Source: California Integrated Waste Management Board Date Data Arrived at EDR:05/13/2021 Telephone: 916-341-6066 Date Made Active in Reports:07/26/2021 Last EDR Contact:08/04/2021 Number of Days to Update:74 Next Scheduled EDR Contact: 11/22/2021 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. TC6651002.2s Page GR-28 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 12/31/2019 Source: California Environmental Protection Agency Date Data Arrived at EDR:04/15/2020 Telephone: 916-255-1136 Date Made Active in Reports:07/02/2020 Last EDR Contact:07/09/2021 Number of Days to Update:78 Next Scheduled EDR Contact: 10/18/2021 Data Release Frequency:Annually ICE: ICE Contains data pertaining to the Permitted Facilities with Inspections/Enforcements sites tracked in Envirostor. Date of Government Version:05/14/2021 Source: Department of Toxic Subsances Control Date Data Arrived at EDR:05/14/2021 Telephone: 877-786-9427 Date Made Active in Reports:07/27/2021 Last EDR Contact:08/13/2021 Number of Days to Update:74 Next Scheduled EDR Contact: 11/29/2021 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:05/14/2021 Source: Department of Toxic Substances Control Date Data Arrived at EDR:05/14/2021 Telephone: 916-323-3400 Date Made Active in Reports:07/27/2021 Last EDR Contact:08/13/2021 Number of Days to Update:74 Next Scheduled EDR Contact: 11/29/2021 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:04/05/2021 Source: Department of Toxic Substances Control Date Data Arrived at EDR:04/06/2021 Telephone: 916-440-7145 Date Made Active in Reports:06/23/2021 Last EDR Contact:07/01/2021 Number of Days to Update:78 Next Scheduled EDR Contact: 10/18/2021 Data Release Frequency:Quarterly MINES: Mines Site Location Listing A listing of mine site locations from the Office of Mine Reclamation. Date of Government Version:06/03/2021 Source: Department of Conservation Date Data Arrived at EDR:06/03/2021 Telephone: 916-322-1080 Date Made Active in Reports:08/24/2021 Last EDR Contact:09/07/2021 Number of Days to Update:82 Next Scheduled EDR Contact: 12/20/2021 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. TC6651002.2s Page GR-29 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version:05/06/2021 Source: Department of Public Health Date Data Arrived at EDR:05/28/2021 Telephone: 916-558-1784 Date Made Active in Reports:08/20/2021 Last EDR Contact:08/31/2021 Number of Days to Update:84 Next Scheduled EDR Contact: 12/13/2021 Data Release Frequency:Varies NPDES: NPDES Permits Listing A listing of NPDES permits,including stormwater. Date of Government Version:05/10/2021 Source: State Water Resources Control Board Date Data Arrived at EDR:05/11/2021 Telephone: 916-445-9379 Date Made Active in Reports:07/27/2021 Last EDR Contact:08/13/2021 Number of Days to Update:77 Next Scheduled EDR Contact: 11/22/2021 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:05/28/2021 Source: Department of Pesticide Regulation Date Data Arrived at EDR:05/28/2021 Telephone: 916-445-4038 Date Made Active in Reports:08/20/2021 Last EDR Contact:08/31/2021 Number of Days to Update:84 Next Scheduled EDR Contact: 12/13/2021 Data Release Frequency:Quarterly PROC: Certified Processors Database A listing of certified processors. Date of Government Version:06/04/2021 Source: Department of Conservation Date Data Arrived at EDR:06/04/2021 Telephone: 916-323-3836 Date Made Active in Reports:08/27/2021 Last EDR Contact:06/04/2021 Number of Days to Update:84 Next Scheduled EDR Contact:09/20/2021 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:03/12/2021 Source: State Water Resources Control Board Date Data Arrived at EDR:03/16/2021 Telephone: 916-445-3846 Date Made Active in Reports:06/01/2021 Last EDR Contact:08/26/2021 Number of Days to Update:77 Next Scheduled EDR Contact:09/27/2021 Data Release Frequency:No Update Planned UIC: UIC Listing A listing of wells identified as underground injection wells,in the California Oil and Gas Wells database. Date of Government Version:06/03/2021 Source: Deaprtment of Conservation Date Data Arrived at EDR:06/03/2021 Telephone: 916-445-2408 Date Made Active in Reports:08/25/2021 Last EDR Contact:09/07/2021 Number of Days to Update:83 Next Scheduled EDR Contact: 12/20/2021 Data Release Frequency:Varies UIC GEO: Underground Injection Control Sites(GEOTRACKER) Underground control injection sites Date of Government Version:06/03/2021 Source: State Water Resource Control Board Date Data Arrived at EDR:06/03/2021 Telephone: 866-480-1028 Date Made Active in Reports:08/24/2021 Last EDR Contact:09/07/2021 Number of Days to Update:82 Next Scheduled EDR Contact: 12/20/2021 Data Release Frequency:Varies TC6651002.2s Page GR-30 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 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: 11/19/2019 Source: RWQCB,Central Valley Region Date Data Arrived at EDR:01/07/2020 Telephone: 559-445-5577 Date Made Active in Reports:03/09/2020 Last EDR Contact:07/01/2021 Number of Days to Update:62 Next Scheduled EDR Contact: 10/18/2021 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:08/10/2021 Number of Days to Update:9 Next Scheduled EDR Contact: 11/29/2021 Data Release Frequency:No Update Planned 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:06/15/2021 Number of Days to Update:13 Next Scheduled EDR Contact: 10/04/2021 Data Release Frequency:No Update Planned MILITARY PRIV SITES: Military Privatized Sites(GEOTRACKER) Military privatized sites Date of Government Version:06/03/2021 Source: State Water Resources Control Board Date Data Arrived at EDR:06/03/2021 Telephone: 866-480-1028 Date Made Active in Reports:08/24/2021 Last EDR Contact:09/07/2021 Number of Days to Update:82 Next Scheduled EDR Contact: 12/20/2021 Data Release Frequency:Varies PROJECT: Project Sites(GEOTRACKER) Projects sites Date of Government Version:06/03/2021 Source: State Water Resources Control Board Date Data Arrived at EDR:06/03/2021 Telephone: 866-480-1028 Date Made Active in Reports:08/24/2021 Last EDR Contact:09/07/2021 Number of Days to Update:82 Next Scheduled EDR Contact: 12/20/2021 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. Date of Government Version:06/07/2021 Source: State Water Resources Control Board Date Data Arrived at EDR:06/07/2021 Telephone: 916-341-5810 Date Made Active in Reports:08/27/2021 Last EDR Contact:06/07/2021 Number of Days to Update:81 Next Scheduled EDR Contact:09/20/2021 Data Release Frequency:Quarterly TC6651002.2s Page GR-31 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 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:05/19/2021 Source: State Water Resources Control Board Date Data Arrived at EDR:05/19/2021 Telephone: 866-794-4977 Date Made Active in Reports:08/12/2021 Last EDR Contact:08/31/2021 Number of Days to Update:85 Next Scheduled EDR Contact: 12/13/2021 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:04/19/2021 Source: California Environmental Protection Agency Date Data Arrived at EDR:04/20/2021 Telephone: 916-323-2514 Date Made Active in Reports:07/07/2021 Last EDR Contact:07/15/2021 Number of Days to Update:78 Next Scheduled EDR Contact: 11/01/2021 Data Release Frequency:Varies NON-CASE INFO: Non-Case Information Sites(GEOTRACKER) Non-Case Information sites Date of Government Version:06/03/2021 Source: State Water Resources Control Board Date Data Arrived at EDR:06/03/2021 Telephone: 866-480-1028 Date Made Active in Reports:08/24/2021 Last EDR Contact:09/07/2021 Number of Days to Update:82 Next Scheduled EDR Contact: 12/20/2021 Data Release Frequency:Varies OTHER OIL GAS: Other Oil&Gas Projects Sites(GEOTRACKER) Other Oil&Gas Projects sites Date of Government Version:06/03/2021 Source: State Water Resources Control Board Date Data Arrived at EDR:06/03/2021 Telephone: 866-480-1028 Date Made Active in Reports:08/24/2021 Last EDR Contact:09/07/2021 Number of Days to Update:82 Next Scheduled EDR Contact: 12/20/2021 Data Release Frequency:Varies PROD WATER PONDS: Produced Water Ponds Sites(GEOTRACKER) Produced water ponds sites Date of Government Version:06/03/2021 Source: State Water Resources Control Board Date Data Arrived at EDR:06/03/2021 Telephone: 866-480-1028 Date Made Active in Reports:08/24/2021 Last EDR Contact:09/07/2021 Number of Days to Update:82 Next Scheduled EDR Contact: 12/20/2021 Data Release Frequency:Varies SAMPLING POINT: Sampling Point?Public Sites(GEOTRACKER) Sampling point-public sites Date of Government Version:06/03/2021 Source: State Water Resources Control Board Date Data Arrived at EDR:06/03/2021 Telephone: 866-480-1028 Date Made Active in Reports:08/24/2021 Last EDR Contact:09/07/2021 Number of Days to Update:82 Next Scheduled EDR Contact: 12/20/2021 Data Release Frequency:Varies TC6651002.2s Page GR-32 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 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:06/03/2021 Source: State Water Resources Control Board Date Data Arrived at EDR:06/03/2021 Telephone: 866-480-1028 Date Made Active in Reports:08/25/2021 Last EDR Contact:09/07/2021 Number of Days to Update:83 Next Scheduled EDR Contact: 12/20/2021 Data Release Frequency:Varies PCS INACTIVE: Listing of Inactive PCS Permits An inactive permit is a facility that has shut down or is no longer discharging. Date of Government Version: 11/05/2014 Source: EPA Date Data Arrived at EDR:01/06/2015 Telephone: 202-564-2496 Date Made Active in Reports:05/06/2015 Last EDR Contact:06/30/2021 Number of Days to Update:120 Next Scheduled EDR Contact: 10/18/2021 Data Release Frequency:No Update Planned HWTS: Hazardous Waste Tracking System DTSC maintains the Hazardous Waste Tracking System that stores ID number information since the early 1980s and manifest data since 1993.The system collects both manifest copies from the generator and destination facility. Date of Government Version:04/08/2021 Source: Department of Toxic Substances Control Date Data Arrived at EDR:04/09/2021 Telephone: 916-324-2444 Date Made Active in Reports:04/20/2021 Last EDR Contact:06/29/2021 Number of Days to Update:11 Next Scheduled EDR Contact: 10/18/2021 Data Release Frequency:Varies MINES MRDS: Mineral Resources Data System Mineral Resources Data System Date of Government Version:04/06/2018 Source: USGS Date Data Arrived at EDR:10/21/2019 Telephone: 703-648-6533 Date Made Active in Reports: 10/24/2019 Last EDR Contact:08/26/2021 Number of Days to Update:3 Next Scheduled EDR Contact: 12/06/2021 Data Release Frequency:Varies PCS: Permit Compliance System PCS is a computerized management information system that contains data on National Pollutant Discharge Elimination System(NPDES)permit holding facilities.PCS tracks the permit,compliance,and enforcement status of NPDES facilities. Date of Government Version:07/14/2011 Source: EPA,Office of Water Date Data Arrived at EDR:08/05/2011 Telephone: 202-564-2496 Date Made Active in Reports:09/29/2011 Last EDR Contact:06/30/2021 Number of Days to Update:55 Next Scheduled EDR Contact: 10/18/2021 Data Release Frequency:No Update Planned PCS ENF: Enforcement data No description is available for this data Date of Government Version: 12/31/2014 Source: EPA Date Data Arrived at EDR:02/05/2015 Telephone: 202-564-2497 Date Made Active in Reports:03/06/2015 Last EDR Contact:06/30/2021 Number of Days to Update:29 Next Scheduled EDR Contact: 10/18/2021 Data Release Frequency:No Update Planned TC6651002.2s Page GR-33 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 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 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. TC6651002.2s Page GR-34 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 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:06/29/2021 Number of Days to Update:53 Next Scheduled EDR Contact: 10/18/2021 Data Release Frequency:Semi-Annually UST ALAMEDA: Underground Tanks Underground storage tank sites located in Alameda county. Date of Government Version:03/17/2021 Source: Alameda County Environmental Health Services Date Data Arrived at EDR:03/18/2021 Telephone: 510-567-6700 Date Made Active in Reports:03/25/2021 Last EDR Contact:06/29/2021 Number of Days to Update:7 Next Scheduled EDR Contact: 10/18/2021 Data Release Frequency:Semi-Annually AMADOR COUNTY: CUPA AMADOR: CUPA Facility List Cupa Facility List Date of Government Version:02/02/2021 Source: Amador County Environmental Health Date Data Arrived at EDR:02/04/2021 Telephone: 209-223-6439 Date Made Active in Reports:04/23/2021 Last EDR Contact:07/26/2021 Number of Days to Update:78 Next Scheduled EDR Contact: 11/15/2021 Data Release Frequency:Varies BUTTE COUNTY: CUPA BUTTE: CUPA Facility Listing Cupa facility list. TC6651002.2s Page GR-35 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 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:06/29/2021 Number of Days to Update:106 Next Scheduled EDR Contact: 10/18/2021 Data Release Frequency:No Update Planned CALVERAS COUNTY: CUPA CALVERAS: CUPA Facility Listing Cupa Facility Listing Date of Government Version:06/15/2021 Source: Calveras County Environmental Health Date Data Arrived at EDR:06/16/2021 Telephone: 209-754-6399 Date Made Active in Reports:07/02/2021 Last EDR Contact:06/15/2021 Number of Days to Update:16 Next Scheduled EDR Contact: 10/04/2021 Data Release Frequency:Quarterly COLUSA COUNTY: CUPA COLUSA: CUPA Facility List Cupa facility list. Date of Government Version:04/06/2020 Source: Health&Human Services Date Data Arrived at EDR:04/23/2020 Telephone: 530-458-0396 Date Made Active in Reports:07/10/2020 Last EDR Contact:07/26/2021 Number of Days to Update:78 Next Scheduled EDR Contact: 11/15/2021 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:04/21/2021 Source: Contra Costa Health Services Department Date Data Arrived at EDR:04/22/2021 Telephone: 925-646-2286 Date Made Active in Reports:07/12/2021 Last EDR Contact:07/20/2021 Number of Days to Update:81 Next Scheduled EDR Contact: 11/08/2021 Data Release Frequency:Semi-Annually DEL NORTE COUNTY: CUPA DEL NORTE: CUPA Facility List Cupa Facility list Date of Government Version: 12/17/2020 Source: Del Norte County Environmental Health Division Date Data Arrived at EDR:01/28/2021 Telephone: 707-465-0426 Date Made Active in Reports:04/16/2021 Last EDR Contact:07/20/2021 Number of Days to Update:78 Next Scheduled EDR Contact: 11/08/2021 Data Release Frequency:Varies EL DORADO COUNTY: CUPA EL DORADO: CUPA Facility List CUPA facility list. TC6651002.2s Page GR-36 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version:05/10/2021 Source: EI Dorado County Environmental Management Department Date Data Arrived at EDR:05/12/2021 Telephone: 530-621-6623 Date Made Active in Reports:07/26/2021 Last EDR Contact:07/20/2021 Number of Days to Update:75 Next Scheduled EDR Contact: 11/08/2021 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:01/14/2021 Source: Dept.of Community Health Date Data Arrived at EDR:01/15/2021 Telephone: 559-445-3271 Date Made Active in Reports:04/05/2021 Last EDR Contact:06/23/2021 Number of Days to Update:80 Next Scheduled EDR Contact: 10/11/2021 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:07/13/2021 Number of Days to Update:49 Next Scheduled EDR Contact: 11/01/2021 Data Release Frequency:No Update Planned HUMBOLDT COUNTY: CUPA HUMBOLDT: CUPA Facility List CUPA facility list. Date of Government Version:05/17/2021 Source: Humboldt County Environmental Health Date Data Arrived at EDR:05/18/2021 Telephone: N/A Date Made Active in Reports:05/20/2021 Last EDR Contact:08/10/2021 Number of Days to Update:2 Next Scheduled EDR Contact: 11/29/2021 Data Release Frequency:Semi-Annually IMPERIAL COUNTY: CUPA IMPERIAL: CUPA Facility List Cupa facility list. Date of Government Version:04/14/2021 Source: San Diego Border Field Office Date Data Arrived at EDR:04/15/2021 Telephone: 760-339-2777 Date Made Active in Reports:07/06/2021 Last EDR Contact:07/13/2021 Number of Days to Update:82 Next Scheduled EDR Contact: 11/01/2021 Data Release Frequency:Varies INYO COUNTY: TC6651002.2s Page GR-37 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 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:08/10/2021 Number of Days to Update:72 Next Scheduled EDR Contact: 11/29/2021 Data Release Frequency:Varies KERN COUNTY: CUPA KERN: CUPA Facility List A listing of sites included in the Kern County Hazardous Material Business Plan. Date of Government Version:04/22/2021 Source: Kern County Public Health Date Data Arrived at EDR:04/30/2021 Telephone: 661-321-3000 Date Made Active in Reports:07/19/2021 Last EDR Contact:08/10/2021 Number of Days to Update:80 Next Scheduled EDR Contact: 11/15/2021 Data Release Frequency:Varies UST KERN: Underground Storage Tank Sites&Tank Listing Kern County Sites and Tanks Listing. Date of Government Version:07/06/2021 Source: Kern County Environment Health Services Department Date Data Arrived at EDR:08/12/2021 Telephone: 661-862-8700 Date Made Active in Reports:08/18/2021 Last EDR Contact:08/10/2021 Number of Days to Update:6 Next Scheduled EDR Contact: 11/15/2021 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: 12/03/2020 Source: Kings County Department of Public Health Date Data Arrived at EDR:01/26/2021 Telephone: 559-584-1411 Date Made Active in Reports:04/14/2021 Last EDR Contact:08/24/2021 Number of Days to Update:78 Next Scheduled EDR Contact: 11/29/2021 Data Release Frequency:Varies LAKE COUNTY: CUPA LAKE: CUPA Facility List Cupa facility list Date of Government Version:05/10/2021 Source: Lake County Environmental Health Date Data Arrived at EDR:05/12/2021 Telephone: 707-263-1164 Date Made Active in Reports:07/26/2021 Last EDR Contact:07/06/2021 Number of Days to Update:75 Next Scheduled EDR Contact: 10/25/2021 Data Release Frequency:Varies LASSEN COUNTY: TC6651002.2s Page GR-38 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING CUPA LASSEN: CUPA Facility List Cupa facility list Date of Government Version:07/31/2020 Source: Lassen County Environmental Health Date Data Arrived at EDR:08/21/2020 Telephone: 530-251-8528 Date Made Active in Reports: 11/09/2020 Last EDR Contact:08/31/2021 Number of Days to Update:80 Next Scheduled EDR Contact: 11/01/2021 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:06/08/2021 Number of Days to Update:206 Next Scheduled EDR Contact:09/27/2021 Data Release Frequency:No Update Planned HMS LOS ANGELES: HMS:Street Number List Industrial Waste and Underground Storage Tank Sites. Date of Government Version:04/08/2021 Source: Department of Public Works Date Data Arrived at EDR:04/13/2021 Telephone: 626-458-3517 Date Made Active in Reports:06/28/2021 Last EDR Contact:06/29/2021 Number of Days to Update:76 Next Scheduled EDR Contact: 10/18/2021 Data Release Frequency:Semi-Annually LF LOS ANGELES: List of Solid Waste Facilities Solid Waste Facilities in Los Angeles County. Date of Government Version:04/12/2021 Source: La County Department of Public Works Date Data Arrived at EDR:04/13/2021 Telephone: 818-458-5185 Date Made Active in Reports:06/28/2021 Last EDR Contact:07/09/2021 Number of Days to Update:76 Next Scheduled EDR Contact: 10/25/2021 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:01/01/2021 Source: Engineering&Construction Division Date Data Arrived at EDR:02/18/2021 Telephone: 213-473-7869 Date Made Active in Reports:05/10/2021 Last EDR Contact:07/06/2021 Number of Days to Update:81 Next Scheduled EDR Contact: 10/25/2021 Data Release Frequency:Varies LOS ANGELES AST: Active&Inactive AST Inventory A listing of active&inactive above ground petroleum storage tank site locations,located in the City of Los Angeles. Date of Government Version:06/01/2019 Source: Los Angeles Fire Department Date Data Arrived at EDR:06/25/2019 Telephone: 213-978-3800 Date Made Active in Reports:08/22/2019 Last EDR Contact:06/17/2021 Number of Days to Update:58 Next Scheduled EDR Contact: 10/04/2021 Data Release Frequency:Varies TC6651002.2s Page GR-39 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING LOS ANGELES CO LF METHANE: Methane Producing Landfills This data was created on April 30,2012 to represent known disposal sites in Los Angeles County that may produce and emanate methane gas.The shapefile contains disposal sites within Los Angeles County that once accepted degradable refuse material. Information used to create this data was extracted from a landfill survey performed by County Engineers(Major Waste System Map, 1973)as well as historical records from CalRecycle, Regional Water Quality Control Board,and Los Angeles County Department of Public Health Date of Government Version:02/04/2021 Source: Los Angeles County Department of Public Works Date Data Arrived at EDR:04/16/2021 Telephone: 626-458-6973 Date Made Active in Reports:04/21/2021 Last EDR Contact:07/12/2021 Number of Days to Update:5 Next Scheduled EDR Contact: 10/25/2021 Data Release Frequency:No Update Planned LOS ANGELES HM: Active&Inactive Hazardous Materials Inventory A listing of active&inactive hazardous materials facility locations,located in the City of Los Angeles. Date of Government Version:04/19/2021 Source: Los Angeles Fire Department Date Data Arrived at EDR:06/17/2021 Telephone: 213-978-3800 Date Made Active in Reports:06/28/2021 Last EDR Contact:06/17/2021 Number of Days to Update:11 Next Scheduled EDR Contact: 10/04/2021 Data Release Frequency:Varies LOS ANGELES UST: Active&Inactive UST Inventory A listing of active&inactive underground storage tank site locations and underground storage tank historical sites,located in the City of Los Angeles. Date of Government Version:06/01/2019 Source: Los Angeles Fire Department Date Data Arrived at EDR:06/25/2019 Telephone: 213-978-3800 Date Made Active in Reports:08/22/2019 Last EDR Contact:06/17/2021 Number of Days to Update:58 Next Scheduled EDR Contact: 10/04/2021 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:03/02/2021 Source: Community Health Services Date Data Arrived at EDR:04/16/2021 Telephone: 323-890-7806 Date Made Active in Reports:07/06/2021 Last EDR Contact:07/09/2021 Number of Days to Update:81 Next Scheduled EDR Contact: 10/25/2021 Data Release Frequency:Annually 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:07/06/2021 Number of Days to Update:21 Next Scheduled EDR Contact: 10/25/2021 Data Release Frequency:No Update Planned 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:04/22/2019 Source: City of Long Beach Fire Department Date Data Arrived at EDR:04/23/2019 Telephone: 562-570-2563 Date Made Active in Reports:06/27/2019 Last EDR Contact:07/13/2021 Number of Days to Update:65 Next Scheduled EDR Contact: 11/01/2021 Data Release Frequency:Varies TC6651002.2s Page GR-40 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING UST TORRANCE: City of Torrance Underground Storage Tank Underground storage tank sites located in the city of Torrance. Date of Government Version:02/02/2021 Source: City of Torrance Fire Department Date Data Arrived at EDR:04/28/2021 Telephone: 310-618-2973 Date Made Active in Reports:07/13/2021 Last EDR Contact:07/13/2021 Number of Days to Update:76 Next Scheduled EDR Contact: 11/01/2021 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:08/10/2020 Source: Madera County Environmental Health Date Data Arrived at EDR:08/12/2020 Telephone: 559-675-7823 Date Made Active in Reports: 10/23/2020 Last EDR Contact:08/10/2021 Number of Days to Update:72 Next Scheduled EDR Contact: 11/29/2021 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:06/22/2021 Number of Days to Update:29 Next Scheduled EDR Contact: 10/11/2021 Data Release Frequency:No Update Planned MENDOCINO COUNTY: UST MENDOCINO: Mendocino County UST Database A listing of underground storage tank locations in Mendocino County. Date of Government Version:03/24/2021 Source: Department of Public Health Date Data Arrived at EDR:04/07/2021 Telephone: 707-463-4466 Date Made Active in Reports:06/24/2021 Last EDR Contact:08/17/2021 Number of Days to Update:78 Next Scheduled EDR Contact: 12/06/2021 Data Release Frequency:Annually MERCED COUNTY: CUPA MERCED: CUPA Facility List CUPA facility list. Date of Government Version:05/13/2021 Source: Merced County Environmental Health Date Data Arrived at EDR:05/14/2021 Telephone: 209-381-1094 Date Made Active in Reports:07/26/2021 Last EDR Contact:08/09/2021 Number of Days to Update:73 Next Scheduled EDR Contact: 11/28/2021 Data Release Frequency:Varies MONO COUNTY: TC6651002.2s Page GR-41 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING CUPA MONO: CUPA Facility List CUPA Facility List Date of Government Version:02/22/2021 Source: Mono County Health Department Date Data Arrived at EDR:03/02/2021 Telephone: 760-932-5580 Date Made Active in Reports:05/19/2021 Last EDR Contact:08/31/2021 Number of Days to Update:78 Next Scheduled EDR Contact: 12/06/3021 Data Release Frequency:Varies MONTEREY COUNTY: CUPA MONTEREY: CUPA Facility Listing CUPA Program listing from the Environmental Health Division. Date of Government Version:06/23/2021 Source: Monterey County Health Department Date Data Arrived at EDR:06/23/2021 Telephone: 831-796-1297 Date Made Active in Reports:06/24/2021 Last EDR Contact:06/22/2021 Number of Days to Update:1 Next Scheduled EDR Contact: 10/11/2021 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:08/17/2021 Number of Days to Update:50 Next Scheduled EDR Contact: 12/06/2021 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:09/05/2019 Source: Napa County Department of Environmental Management Date Data Arrived at EDR:09/09/2019 Telephone: 707-253-4269 Date Made Active in Reports: 10/31/2019 Last EDR Contact:08/17/2021 Number of Days to Update:52 Next Scheduled EDR Contact: 12/06/2021 Data Release Frequency:No Update Planned NEVADA COUNTY: CUPA NEVADA: CUPA Facility List CUPA facility list. Date of Government Version:04/28/2021 Source: Community Development Agency Date Data Arrived at EDR:04/29/2021 Telephone: 530-265-1467 Date Made Active in Reports:07/15/2021 Last EDR Contact:07/20/2021 Number of Days to Update:77 Next Scheduled EDR Contact: 11/08/2021 Data Release Frequency:Varies ORANGE COUNTY: IND—SITE ORANGE: List of Industrial Site Cleanups Petroleum and non-petroleum spills. TC6651002.2s Page GR-42 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version:03/01/2021 Source: Health Care Agency Date Data Arrived at EDR:04/30/2021 Telephone: 714-834-3446 Date Made Active in Reports:07/19/2021 Last EDR Contact:07/29/2021 Number of Days to Update:80 Next Scheduled EDR Contact: 11/15/2021 Data Release Frequency:Annually LUST ORANGE: List of Underground Storage Tank Cleanups Orange County Underground Storage Tank Cleanups(LUST). Date of Government Version:03/01/2021 Source: Health Care Agency Date Data Arrived at EDR:05/03/2021 Telephone: 714-834-3446 Date Made Active in Reports:05/12/2021 Last EDR Contact:04/29/2021 Number of Days to Update:9 Next Scheduled EDR Contact: 11/15/2021 Data Release Frequency:Quarterly UST ORANGE: List of Underground Storage Tank Facilities Orange County Underground Storage Tank Facilities(UST). Date of Government Version:04/29/2021 Source: Health Care Agency Date Data Arrived at EDR:04/30/2021 Telephone: 714-834-3446 Date Made Active in Reports:07/19/2021 Last EDR Contact:07/29/2021 Number of Days to Update:80 Next Scheduled EDR Contact: 11/15/2021 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:05/25/2021 Source: Placer County Health and Human Services Date Data Arrived at EDR:05/26/2021 Telephone: 530-745-2363 Date Made Active in Reports:06/01/2021 Last EDR Contact:08/24/2021 Number of Days to Update:6 Next Scheduled EDR Contact: 12/13/2021 Data Release Frequency:Semi-Annually PLUMAS COUNTY: CUPA PLUMAS: CUPA Facility List Plumas County CUPA Program facilities. Date of Government Version:03/31/2019 Source: Plumas County Environmental Health Date Data Arrived at EDR:04/23/2019 Telephone: 530-283-6355 Date Made Active in Reports:06/26/2019 Last EDR Contact:07/13/2021 Number of Days to Update:64 Next Scheduled EDR Contact: 11/01/2021 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:06/29/2021 Source: Department of Environmental Health Date Data Arrived at EDR:06/30/2021 Telephone: 951-358-5055 Date Made Active in Reports:07/14/2021 Last EDR Contact:06/08/2021 Number of Days to Update:14 Next Scheduled EDR Contact:09/27/2021 Data Release Frequency:Quarterly TC6651002.2s Page GR-43 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:06/29/2021 Source: Department of Environmental Health Date Data Arrived at EDR:06/30/2021 Telephone: 951-358-5055 Date Made Active in Reports:07/14/2021 Last EDR Contact:06/07/2021 Number of Days to Update:14 Next Scheduled EDR Contact:09/27/2021 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:03/30/2021 Source: Sacramento County Environmental Management Date Data Arrived at EDR:04/01/2021 Telephone: 916-875-8406 Date Made Active in Reports:06/23/2021 Last EDR Contact:07/01/2021 Number of Days to Update:83 Next Scheduled EDR Contact: 10/11/2021 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:03/30/2021 Source: Sacramento County Environmental Management Date Data Arrived at EDR:04/01/2021 Telephone: 916-875-8406 Date Made Active in Reports:06/25/2021 Last EDR Contact:08/04/2021 Number of Days to Update:85 Next Scheduled EDR Contact: 10/11/2021 Data Release Frequency:Quarterly SAN BENITO COUNTY: CUPA SAN BENITO: CUPA Facility List Cupa facility list Date of Government Version:04/28/2021 Source: San Benito County Environmental Health Date Data Arrived at EDR:04/29/2021 Telephone: N/A Date Made Active in Reports:05/03/2021 Last EDR Contact:07/26/2021 Number of Days to Update:4 Next Scheduled EDR Contact: 11/15/2021 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:05/19/2021 Source: San Bernardino County Fire Department Hazardous Materials Division Date Data Arrived at EDR:05/19/2021 Telephone: 909-387-3041 Date Made Active in Reports:06/07/2021 Last EDR Contact:07/27/2021 Number of Days to Update:19 Next Scheduled EDR Contact: 11/15/2021 Data Release Frequency:Quarterly SAN DIEGO COUNTY: TC6651002.2s Page GR-44 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:05/28/2021 Source: Hazardous Materials Management Division Date Data Arrived at EDR:05/28/2021 Telephone: 619-338-2268 Date Made Active in Reports:08/20/2021 Last EDR Contact:08/31/2021 Number of Days to Update:84 Next Scheduled EDR Contact: 12/13/2021 Data Release Frequency:Quarterly LF SAN DIEGO: Solid Waste Facilities San Diego County Solid Waste Facilities. Date of Government Version: 10/01/2020 Source: Department of Health Services Date Data Arrived at EDR:11/23/2020 Telephone: 619-338-2209 Date Made Active in Reports:02/08/2021 Last EDR Contact:07/27/2021 Number of Days to Update:77 Next Scheduled EDR Contact: 11/01/2021 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:07/14/2020 Source: Department of Environmental Health Date Data Arrived at EDR:07/16/2020 Telephone: 858-505-6874 Date Made Active in Reports:09/29/2020 Last EDR Contact:07/13/2021 Number of Days to Update:75 Next Scheduled EDR Contact: 11/01/2021 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:08/24/2021 Number of Days to Update:24 Next Scheduled EDR Contact: 12/13/2021 Data Release Frequency:No Update Planned SAN FRANCISCO COUNTY: CUPA SAN FRANCISCO CO: CUPA Facility Listing Cupa facilities Date of Government Version:05/06/2021 Source: San Francisco County Department of Environmental Health Date Data Arrived at EDR:05/07/2021 Telephone: 415-252-3896 Date Made Active in Reports:07/23/2021 Last EDR Contact:07/27/2021 Number of Days to Update:77 Next Scheduled EDR Contact: 11/15/2021 Data Release Frequency:Varies LUST SAN FRANCISCO: Local Oversite Facilities A listing of leaking underground storage tank sites located in San Francisco county. TC6651002.2s Page GR-45 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 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:07/27/2021 Number of Days to Update:10 Next Scheduled EDR Contact: 11/15/2021 Data Release Frequency:No Update Planned UST SAN FRANCISCO: Underground Storage Tank Information Underground storage tank sites located in San Francisco county. Date of Government Version:05/06/2021 Source: Department of Public Health Date Data Arrived at EDR:05/07/2021 Telephone: 415-252-3920 Date Made Active in Reports:07/23/2021 Last EDR Contact:07/27/2021 Number of Days to Update:77 Next Scheduled EDR Contact: 11/15/2021 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:06/08/2021 Number of Days to Update:15 Next Scheduled EDR Contact:09/27/2021 Data Release Frequency:No Update Planned SAN LUIS OBISPO COUNTY: CUPA SAN LUIS OBISPO: CUPA Facility List Cupa Facility List. Date of Government Version:05/07/2021 Source: San Luis Obispo County Public Health Department Date Data Arrived at EDR:05/11/2021 Telephone: 805-781-5596 Date Made Active in Reports:05/14/2021 Last EDR Contact:08/10/2021 Number of Days to Update:3 Next Scheduled EDR Contact: 11/29/2021 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:02/20/2020 Source: San Mateo County Environmental Health Services Division Date Data Arrived at EDR:02/20/2020 Telephone: 650-363-1921 Date Made Active in Reports:04/24/2020 Last EDR Contact:06/10/2021 Number of Days to Update:64 Next Scheduled EDR Contact:09/20/2021 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:03/29/2019 Source: San Mateo County Environmental Health Services Division Date Data Arrived at EDR:03/29/2019 Telephone: 650-363-1921 Date Made Active in Reports:05/29/2019 Last EDR Contact:08/31/2021 Number of Days to Update:61 Next Scheduled EDR Contact: 12/20/2021 Data Release Frequency:No Update Planned SANTA BARBARA COUNTY: TC6651002.2s Page GR-46 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 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:08/10/2021 Number of Days to Update:28 Next Scheduled EDR Contact: 11/29/2021 Data Release Frequency:No Update Planned SANTA CLARA COUNTY: CUPA SANTA CLARA: Cupa Facility List Cupa facility list Date of Government Version:02/24/2021 Source: Department of Environmental Health Date Data Arrived at EDR:02/26/2021 Telephone: 408-918-1973 Date Made Active in Reports:05/19/2021 Last EDR Contact:08/04/2021 Number of Days to Update:82 Next Scheduled EDR Contact: 11/29/2021 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:08/17/2021 Number of Days to Update:13 Next Scheduled EDR Contact: 12/06/2021 Data Release Frequency:No Update Planned SAN JOSE HAZMAT: Hazardous Material Facilities Hazardous material facilities,including underground storage tank sites. Date of Government Version: 11/03/2020 Source: City of San Jose Fire Department Date Data Arrived at EDR:11/05/2020 Telephone: 408-535-7694 Date Made Active in Reports:01/26/2021 Last EDR Contact:07/27/2021 Number of Days to Update:82 Next Scheduled EDR Contact: 11/15/2021 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:08/10/2021 Number of Days to Update:90 Next Scheduled EDR Contact: 11/29/2021 Data Release Frequency:Varies SHASTA COUNTY: TC6651002.2s Page GR-47 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 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:08/10/2021 Number of Days to Update:51 Next Scheduled EDR Contact: 11/29/2021 Data Release Frequency:Varies SOLANO COUNTY: LUST SOLANO: Leaking Underground Storage Tanks A listing of leaking underground storage tank sites located in Solano county. Date of Government Version:06/04/2019 Source: Solano County Department of Environmental Management Date Data Arrived at EDR:06/06/2019 Telephone: 707-784-6770 Date Made Active in Reports:08/13/2019 Last EDR Contact:08/24/2021 Number of Days to Update:68 Next Scheduled EDR Contact: 12/13/2021 Data Release Frequency:No Update Planned UST SOLANO: Underground Storage Tanks Underground storage tank sites located in Solano county. Date of Government Version:03/23/2021 Source: Solano County Department of Environmental Management Date Data Arrived at EDR:03/25/2021 Telephone: 707-784-6770 Date Made Active in Reports:06/10/2021 Last EDR Contact:08/24/2021 Number of Days to Update:77 Next Scheduled EDR Contact: 12/12/2021 Data Release Frequency:Quarterly SONOMA COUNTY: CUPA SONOMA: Cupa Facility List Cupa Facility list Date of Government Version:07/02/2021 Source: County of Sonoma Fire&Emergency Services Department Date Data Arrived at EDR:07/06/2021 Telephone: 707-565-1174 Date Made Active in Reports:07/14/2021 Last EDR Contact:06/28/2021 Number of Days to Update:8 Next Scheduled EDR Contact: 10/04/2021 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:04/01/2021 Source: Department of Health Services Date Data Arrived at EDR:04/01/2021 Telephone: 707-565-6565 Date Made Active in Reports:06/23/2021 Last EDR Contact:06/15/2021 Number of Days to Update:83 Next Scheduled EDR Contact: 10/04/2021 Data Release Frequency:Quarterly STANISLAUS COUNTY: CUPA STANISLAUS: CUPA Facility List Cupa facility list Date of Government Version:05/14/2021 Source: Stanislaus County Department of Ennvironmental Protection Date Data Arrived at EDR:05/17/2021 Telephone: 209-525-6751 Date Made Active in Reports:08/03/2021 Last EDR Contact:07/06/2021 Number of Days to Update:78 Next Scheduled EDR Contact: 10/25/2021 Data Release Frequency:Varies SUTTER COUNTY: TC6651002.2s Page GR-48 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING UST SUTTER: Underground Storage Tanks Underground storage tank sites located in Sutter county. Date of Government Version:05/25/2021 Source: Sutter County Environmental Health Services Date Data Arrived at EDR:05/26/2021 Telephone: 530-822-7500 Date Made Active in Reports:08/18/2021 Last EDR Contact:08/24/2021 Number of Days to Update:84 Next Scheduled EDR Contact: 12/13/2021 Data Release Frequency:Semi-Annually TEHAMA COUNTY: CUPA TEHAMA: CUPA Facility List Cupa facilities Date of Government Version:01/13/2021 Source: Tehama County Department of Environmental Health Date Data Arrived at EDR:01/14/2021 Telephone: 530-527-8020 Date Made Active in Reports:04/06/2021 Last EDR Contact:08/24/2021 Number of Days to Update:82 Next Scheduled EDR Contact: 11/15/2021 Data Release Frequency:Varies TRINITY COUNTY: CUPA TRINITY: CUPA Facility List Cupa facility list Date of Government Version: 04/14/2021 Source: Department of Toxic Substances Control Date Data Arrived at EDR:04/15/2021 Telephone: 760-352-0381 Date Made Active in Reports:07/06/2021 Last EDR Contact:07/13/2021 Number of Days to Update:82 Next Scheduled EDR Contact: 11/01/2021 Data Release Frequency:Varies TULARE COUNTY: CUPA TULARE: CUPA Facility List Cupa program facilities Date of Government Version:04/26/2021 Source: Tulare County Environmental Health Services Division Date Data Arrived at EDR:04/28/2021 Telephone: 559-624-7400 Date Made Active in Reports:07/13/2021 Last EDR Contact:08/24/2021 Number of Days to Update:76 Next Scheduled EDR Contact: 11/15/2021 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:07/13/2021 Number of Days to Update:61 Next Scheduled EDR Contact: 11/01/2021 Data Release Frequency:Varies VENTURA COUNTY: TC6651002.2s Page GR-49 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 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:03/29/2021 Source: Ventura County Environmental Health Division Date Data Arrived at EDR:04/22/2021 Telephone: 805-654-2813 Date Made Active in Reports:07/12/2021 Last EDR Contact:07/15/2021 Number of Days to Update:81 Next Scheduled EDR Contact: 11/01/2021 Data Release Frequency:Quarterly LF VENTURA: Inventory of Illegal Abandoned and Inactive Sites Ventura County Inventory of Closed, Illegal Abandoned,and Inactive Sites. 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:06/22/2021 Number of Days to Update:49 Next Scheduled EDR Contact: 10/11/2021 Data Release Frequency:No Update Planned 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:08/04/2021 Number of Days to Update:37 Next Scheduled EDR Contact: 11/22/2021 Data Release Frequency:No Update Planned 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:03/29/2021 Source: Ventura County Resource Management Agency Date Data Arrived at EDR:04/21/2021 Telephone: 805-654-2813 Date Made Active in Reports:04/23/2021 Last EDR Contact:07/15/2021 Number of Days to Update:2 Next Scheduled EDR Contact: 11/01/2021 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:05/26/2021 Source: Environmental Health Division Date Data Arrived at EDR:06/04/2021 Telephone: 805-654-2813 Date Made Active in Reports:08/27/2021 Last EDR Contact:06/04/2021 Number of Days to Update:84 Next Scheduled EDR Contact:09/20/2021 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:03/26/2021 Source: Yolo County Department of Health Date Data Arrived at EDR:04/01/2021 Telephone: 530-666-8646 Date Made Active in Reports:06/23/2021 Last EDR Contact:06/22/2021 Number of Days to Update:83 Next Scheduled EDR Contact: 10/11/2021 Data Release Frequency:Annually YUBA COUNTY: TC6651002.2s Page GR-50 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING CUPA YUBA: CUPA Facility List CUPA facility listing for Yuba County. Date of Government Version:04/21/2021 Source: Yuba County Environmental Health Department Date Data Arrived at EDR:04/22/2021 Telephone: 530-749-7523 Date Made Active in Reports:05/12/2021 Last EDR Contact:07/20/2021 Number of Days to Update:20 Next Scheduled EDR Contact: 11/08/2021 Data Release Frequency:Varies 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:03/24/2021 Source: Department of Energy&Environmental Protection Date Data Arrived at EDR:05/11/2021 Telephone: 860-424-3375 Date Made Active in Reports:07/28/2021 Last EDR Contact:08/10/2021 Number of Days to Update:78 Next Scheduled EDR Contact: 11/22/2021 Data Release Frequency:No Update Planned NJ MANIFEST: Manifest Information Hazardous waste manifest information. Date of Government Version: 12/31/2018 Source: Department of Environmental Protection Date Data Arrived at EDR:04/10/2019 Telephone: N/A Date Made Active in Reports:05/16/2019 Last EDR Contact:07/09/2021 Number of Days to Update:36 Next Scheduled EDR Contact: 10/18/2021 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:04/29/2020 Telephone: 518-402-8651 Date Made Active in Reports:07/10/2020 Last EDR Contact:07/29/2021 Number of Days to Update:72 Next Scheduled EDR Contact: 11/08/2021 Data Release Frequency:Quarterly PA MANIFEST: Manifest Information Hazardous waste manifest information. Date of Government Version:06/30/2018 Source: Department of Environmental Protection Date Data Arrived at EDR:07/19/2019 Telephone: 717-783-8990 Date Made Active in Reports:09/10/2019 Last EDR Contact:07/07/2021 Number of Days to Update:53 Next Scheduled EDR Contact: 10/25/2021 Data Release Frequency:Annually RI MANIFEST: Manifest information Hazardous waste manifest information Date of Government Version: 12/31/2019 Source: Department of Environmental Management Date Data Arrived at EDR:02/11/2021 Telephone: 401-222-2797 Date Made Active in Reports:02/24/2021 Last EDR Contact:08/11/2021 Number of Days to Update:13 Next Scheduled EDR Contact: 11/29/2021 Data Release Frequency:Annually TC6651002.2s Page GR-51 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING WI MANIFEST: Manifest Information Hazardous waste manifest information. Date of Government Version:05/31/2018 Source: Department of Natural Resources Date Data Arrived at EDR:06/19/2019 Telephone: N/A Date Made Active in Reports:09/03/2019 Last EDR Contact:09/01/2021 Number of Days to Update:76 Next Scheduled EDR Contact: 12/20/2021 Data Release Frequency:Annually Oil/Gas Pipelines Source: Endeavor Business Media 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 Endeavor Business Media.This information is provided on a best effort basis and Endeavor Business Media does not guarantee its accuracy nor warrant its fitness for any particular purpose.Such information has been reprinted with the permission of Endeavor Business Media. Electric Power Transmission Line Data Source: Endeavor Business Media This map includes information copyrighted by Endeavor Business Media.This information is provided on a best effort basis and Endeavor Business Media does not guarantee its accuracy nor warrant its fitness for any particular purpose.Such information has been reprinted with the permission of Endeavor Business Media. 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 TC6651002.2s Page GR-52 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING 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 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. TC6651002.2s Page GR-53 GEOCHECK®- PHYSICAL SETTING SOURCE ADDENDUM TARGET PROPERTY ADDRESS 17802 AND 17842 IRVINE BOULEVARD 17802 AND 17842 IRVINE BOULEVARD TUSTIN, CA 92780 TARGET PROPERTY COORDINATES Latitude (North): 33.748081 -33°44' 53.09" Longitude (West): 117.82044- 117°49' 13.58" Universal Tranverse Mercator: Zone 11 UTM X(Meters): 424008.5 UTM Y(Meters): 3734333.0 Elevation: 138 ft. above sea level USGS TOPOGRAPHIC MAP Target Property Map: 5640942 TUSTIN, CA Version Date: 2012 North Map: 5641308 ORANGE, 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. TC6651002.2s Page A-1 GEOCHECe - 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 SSE SURROUNDING TOPOGRAPHY: ELEVATION PROFILES 0 > r m m m r r m N 00 A T N O W T W N � W North South TP 0 West East TP 0 1/2 1 Miles Target Property Elevation: 138 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. TC6651002.2s Page A-2 GEOCHECe - 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 06059CO277J FEMA FIRM Flood data Additional Panels in search area: FEMA Source Type 06059CO164J FEMA FIRM Flood data 06059CO168J FEMA FIRM Flood data 06059CO281J FEMA FIRM Flood data NATIONAL WETLAND INVENTORY NWI Electronic NWI Quad at Target Property Data Coverage 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 Status: Not found 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 E14 1/4-1/2 Mile ESE Not Reported 071 1/2-1 Mile East SW 116 1/2-1 Mile West NW R125 1/2-1 Mile South E Y168 1/2-1 Mile SSE SW Z212 1/2-1 Mile SSW NW 01996 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. TC6651002.2s Page A-3 GEOCHECe - PHYSICAL SETTING SOURCE SUMMARY LOCATION GENERAL DIRECTION MAP ID FROM TP GROUNDWATER FLOW AA227 1/2-1 Mile SSE S AC242 1/2-1 Mile SSE Not Reported AC259 1/2-1 Mile SSE NW AC260 1/2-1 Mile SSE NW 1G 1/2-1 Mile East SW 2G 1/2-1 Mile West NW 4G 1/4-1/2 Mile ESE Not Reported 6G 1/2-1 Mile South E 7G 1/2-1 Mile SSE SW 8G 1/2-1 Mile SSE S 9G 1/2-1 Mile SSW NW 10G 1/2-1 Mile SSE Not Reported 11G 1/2-1 Mile SSE NW 12G 1/2-1 Mile SSE NW For additional site information, refer to Physical Setting Source Map Findings. TC6651002.2s Page A-4 GEOCHECe - 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). TC6651002.2s Page A-5 SSURGO SOIL MAP - 6651002.2s 1 Target Property SSURGO Soil Water SITE NAME: 17802 and 17842 Irvine Boulevard CLIENT: Partner Engineering and Science, Inc. ADDRESS: 17802 and 17842 Irvine Boulevard CONTACT: Evelyn Perez Tustin CA 92780 INQUIRY#: 6651002.2s LAT/LONG: 33.748081 /117.82044 DATE: September 08,2021 8:39 am Copyright�o 2021 ED R,Inc.(,)2015 Tom Tom Rel. 2015. GEOCHECe - 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: MOCHO Soil Surface Texture: 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: Well 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 31 inches loam Not reported Not reported Max: 14 Max:8.4 Mim 4 Min:7.9 2 31 inches 61 inches loam Not reported Not reported Max: 14 Max:8.4 Min:4 Min:7.9 Soil Map ID: 2 Soil Component Name: SAN EMIGDIO Soil Surface Texture: fine sandy 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: Well drained TC6651002.2s Page A-7 GEOCHECe - 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 7 inches fine sandy loam Not reported Not reported Max:42 Max:8.4 Min: 14 Min:7.9 2 7 inches 61 inches stratified Not reported Not reported Max:42 Max:8.4 gravelly loamy Min: 14 Min:7.9 coarse sand to very fine sandy loam 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 1 mile State Database 1.000 FEDERAL USGS WELL INFORMATION LOCATION MAP ID WELL ID FROM TP A10 USGS40000137878 1/8- 1/4 Mile NNW H25 USGS40000137739 1/4- 1/2 Mile South H26 USGS40000137740 1/4- 1/2 Mile South H27 USGS40000137741 1/4- 1/2 Mile South H30 USGS40000137742 1/4- 1/2 Mile SSW U147 USGS40000137931 1/2- 1 Mile NNW T151 USGS40000137854 1/2- 1 Mile West AB200 USGS40000137620 1/2- 1 Mile South TC6651002.2s Page A-8 GEOCHECe - PHYSICAL SETTING SOURCE SUMMARY FEDERAL FRDS PUBLIC WATER SUPPLY SYSTEM INFORMATION LOCATION MAP ID WELL ID FROM TP F16 CA3010046 1/4-1/2 Mile WSW Note: PWS System location is not always the same as well location. STATE DATABASE WELL INFORMATION LOCATION MAP ID WELL ID FROM TP Al CADDW0000009944 1/8- 1/4 Mile NNW B2 6125 1/8- 1/4 Mile NE B3 6123 1/8- 1/4 Mile NE B4 6129 1/8- 1/4 Mile NE B5 6131 1/8- 1/4 Mile NE B6 6130 1/8- 1/4 Mile NE 7 CALLNL000000106 1/8- 1/4 Mile NNE A8 CAUSGSN00016070 1/8- 1/4 Mile NNW A9 CAUSGS000002625 1/8- 1/4 Mile NNW 1311 CADDW0000015552 1/4- 1/2 Mile NE C12 CADWR0000034628 1/4- 1/2 Mile NNE D13 CAEDF0000050095 1/4- 1/2 Mile East C15 CADDW0000022878 1/4- 1/2 Mile NNE E17 CAEDF0000009175 1/4- 1/2 Mile ESE D18 CAEDF0000104083 1/4- 1/2 Mile East G19 CAEDF0000076757 1/4- 1/2 Mile SSE G20 CAEDF0000016982 1/4- 1/2 Mile SSE H21 CADWR0000024564 1/4- 1/2 Mile South H22 CADWR9000005268 1/4- 1/2 Mile South G23 CAEDF0000126508 1/4- 1/2 Mile SSE H24 CADDW0000016277 1/4- 1/2 Mile South G28 CAEDF0000122839 1/4- 1/2 Mile SSE H29 CAUSGSN00008714 1/4- 1/2 Mile SSW H31 CAUSGSN00007202 1/4- 1/2 Mile South H32 CAUSGSN00017304 1/4- 1/2 Mile South H33 CALLNL000000481 1/4- 1/2 Mile SSW G34 CAEDF0000078108 1/4- 1/2 Mile SSE G35 CAEDF0000039784 1/4-1/2 Mile SSE H36 CADWR9000005269 1/4- 1/2 Mile SSW G37 CAEDF0000070221 1/4- 1/2 Mile SSE H38 CADDW0000019477 1/4- 1/2 Mile South G39 CAEDF0000050207 1/4- 1/2 Mile SSE G40 CAEDF0000065896 1/4- 1/2 Mile SSE G41 CAEDF0000098846 1/4- 1/2 Mile SSE H42 CADWR0000012728 1/4- 1/2 Mile SSW F43 CAEDF0000111990 1/4- 1/2 Mile WSW F44 CAEDF0000059559 1/4- 1/2 Mile WSW G45 CAEDF0000132346 1/4- 1/2 Mile SSE F46 CAEDF0000039335 1/4- 1/2 Mile WSW 147 CAEDF0000090856 1/4- 1/2 Mile East F48 CAEDF0000012166 1/4- 1/2 Mile WSW J49 CAEDF0000138449 1/4- 1/2 Mile East K50 CAEDF0000104921 1/4- 1/2 Mile WSW TC6651002.2s Page A-9 GEOCHECe - PHYSICAL SETTING SOURCE SUMMARY STATE DATABASE WELL INFORMATION LOCATION MAP ID WELL ID FROM TP 151 CAEDF0000017565 1/4- 1/2 Mile East L52 CAEDF0000089337 1/4- 1/2 Mile SSE K53 CAEDF0000123959 1/4- 1/2 Mile WSW K54 CAEDF0000090595 1/4- 1/2 Mile WSW H55 CADDW0000007618 1/4- 1/2 Mile South L56 CAEDF0000018936 1/4- 1/2 Mile SSE K57 CAEDF0000092910 1/4- 1/2 Mile WSW J58 CAEDF0000106677 1/4- 1/2 Mile ENE K59 CAEDF0000050497 1/4- 1/2 Mile WSW M60 CADWR0000024680 1/4- 1/2 Mile SW M61 CADWR0000026641 1/4- 1/2 Mile SW 162 CAEDF0000064726 1/4- 1/2 Mile East J63 CAEDF0000142998 1/4- 1/2 Mile East J64 CAEDF0000008284 1/4- 1/2 Mile ENE N65 CAEDF0000125896 1/4- 1/2 Mile ENE J66 CAEDF0000044031 1/4- 1/2 Mile East 167 CAEDF0000131642 1/2- 1 Mile East J68 CAEDF0000051885 1/2- 1 Mile East N69 CAEDF0000120801 1/2- 1 Mile ENE 70 CAEDF0000022050 1/2- 1 Mile ESE 072 CAEDF0000074706 1/2- 1 Mile East N73 CAEDF0000130908 1/2- 1 Mile East 074 CAEDF0000118115 1/2- 1 Mile East N75 CAEDF0000021397 1/2- 1 Mile ENE 076 CAEDF0000140532 1/2- 1 Mile East 077 CAEDF0000051723 1/2- 1 Mile East 078 CAEDF0000134664 1/2- 1 Mile East 079 CAEDF0000016376 1/2- 1 Mile East N80 CAEDF0000045349 1/2- 1 Mile East N81 CAEDF0000120596 1/2- 1 Mile East 082 CAEDF0000104490 1/2- 1 Mile East 083 CAEDF0000104117 1/2- 1 Mile East N84 CAEDF0000088540 1/2- 1 Mile ENE 085 CAEDF0000129757 1/2- 1 Mile East 086 CAEDF0000018629 1/2- 1 Mile East 087 CAEDF0000038342 1/2- 1 Mile East 088 CAEDF0000137915 1/2- 1 Mile East 089 CAEDF0000018221 1/2- 1 Mile East 090 CAEDF0000018187 1/2- 1 Mile East P91 CAEDF0000106466 1/2- 1 Mile East Q92 CAEDF0000080106 1/2- 1 Mile ENE P93 CAEDF0000139086 1/2- 1 Mile East 094 CAEDF0000122041 1/2- 1 Mile East 095 CAEDF0000105126 1/2- 1 Mile East 096 CAEDF0000107592 1/2- 1 Mile East 097 CAEDF0000097848 1/2- 1 Mile East 098 CAEDF0000022137 1/2- 1 Mile East 099 CAEDF0000094759 1/2- 1 Mile East P100 CAEDF0000000942 1/2- 1 Mile East Q101 CAEDF0000127073 1/2- 1 Mile East Q102 CAEDF0000033470 1/2- 1 Mile ENE P103 CAEDF0000101517 1/2- 1 Mile East TC6651002.2s Page A-10 GEOCHECe - PHYSICAL SETTING SOURCE SUMMARY STATE DATABASE WELL INFORMATION LOCATION MAP ID WELL ID FROM TP Q104 CAEDF0000079948 1/2- 1 Mile ENE Q105 CAEDF0000033522 1/2- 1 Mile ENE Q106 CAEDF0000051397 1/2- 1 Mile East Q107 CAEDF0000136114 1/2- 1 Mile East 109 CAEDF0000014395 1/2- 1 Mile East Q110 CAEDF0000136599 1/2- 1 Mile ENE R111 CAEDF0000036615 1/2- 1 Mile South R112 CAEDF0000050633 1/2- 1 Mile South R113 CAEDF0000068289 1/2- 1 Mile South R114 CAEDF0000012644 1/2- 1 Mile South 115 CAEDF0000101036 1/2- 1 Mile East R117 CAEDF0000012066 1/2- 1 Mile South R118 CAEDF0000011999 1/2- 1 Mile South R119 CAEDF0000047983 1/2- 1 Mile South R120 CAEDF0000085105 1/2- 1 Mile South R121 CAEDF0000012552 1/2- 1 Mile South R122 CAEDF0000110996 1/2- 1 Mile South 123 CAEDF0000129536 1/2- 1 Mile ENE R124 CAEDF0000135963 1/2- 1 Mile South R126 CAEDF0000024410 1/2- 1 Mile South S127 CAEDF0000127371 1/2- 1 Mile South S128 CAEDF0000112224 1/2- 1 Mile South S129 CAEDF0000097001 1/2- 1 Mile South S130 CAEDF0000141721 1/2- 1 Mile South S131 CAEDF0000023635 1/2- 1 Mile South S132 CAEDF0000101901 1/2- 1 Mile South S133 CAEDF0000003120 1/2- 1 Mile South S134 CAEDF0000083149 1/2- 1 Mile South S135 CAEDF0000103372 1/2- 1 Mile South T136 CADWR0000017808 1/2- 1 Mile West S137 CAEDF0000101520 1/2- 1 Mile South U138 CADDW0000002450 1/2- 1 Mile NNW V139 CAEDF0000043961 1/2- 1 Mile West V140 CAEDF0000139971 1/2- 1 Mile West V141 CAEDF0000071698 1/2- 1 Mile West V142 CAEDF0000057418 1/2- 1 Mile West U143 CALLNL000000349 1/2- 1 Mile NNW U144 CAUSGSN00019432 1/2- 1 Mile NNW V145 CAEDF0000125183 1/2- 1 Mile West V146 CAEDF0000131609 1/2- 1 Mile West T148 CAUSGSN00001815 1/2- 1 Mile West V149 CAEDF0000115044 1/2- 1 Mile West W150 CADDW0000000828 1/2- 1 Mile WSW 152 CADDW0000006155 1/2- 1 Mile ENE V153 CAEDF0000140287 1/2- 1 Mile West W154 CADWR9000005277 1/2- 1 Mile WSW V155 CAEDF0000016566 1/2- 1 Mile West V156 CAEDF0000034137 1/2- 1 Mile West W157 CADWR0000029518 1/2- 1 Mile WSW V159 CAEDF0000108271 1/2- 1 Mile West V160 CAEDF0000034265 1/2- 1 Mile West X161 CAEDF0000086506 1/2- 1 Mile NNW TC6651002.2s Page A-11 GEOCHECe - PHYSICAL SETTING SOURCE SUMMARY STATE DATABASE WELL INFORMATION LOCATION MAP ID WELL ID FROM TP X162 CAEDF0000013675 1/2- 1 Mile NNW X163 CAEDF0000080068 1/2- 1 Mile NNW X164 CAEDF0000021040 1/2- 1 Mile NNW X165 CAEDF0000059727 1/2- 1 Mile NNW X166 CAEDF0000008841 1/2- 1 Mile NNW X167 CAEDF0000014167 1/2- 1 Mile NNW X169 CAEDF0000093299 1/2- 1 Mile NNW X170 CAEDF0000097888 1/2- 1 Mile NNW X171 CAEDF0000058640 1/2- 1 Mile NNW X172 CAEDF0000013580 1/2- 1 Mile NNW X173 CAEDF0000125188 1/2- 1 Mile NNW X174 CAEDF0000061947 1/2- 1 Mile NNW X175 CAEDF0000012506 1/2- 1 Mile NNW Z176 CAEDF0000070040 1/2- 1 Mile SSW X177 CAEDF0000011144 1/2- 1 Mile NNW X178 CAEDF0000072190 1/2- 1 Mile NNW Z179 CAEDF0000065392 1/2- 1 Mile SSW X180 CAEDF0000016684 1/2- 1 Mile NNW X181 CAEDF0000103160 1/2- 1 Mile NNW Z182 CAEDF0000016909 1/2- 1 Mile SSW X183 CAEDF0000047342 1/2- 1 Mile NNW AA184 CAEDF0000093692 1/2- 1 Mile SSE Z185 CAEDF0000078564 1/2- 1 Mile SSW X186 CAEDF0000137772 1/2- 1 Mile NNW Z187 CAEDF0000015511 1/2- 1 Mile SSW Z188 CAEDF0000016334 1/2- 1 Mile SSW X189 CAEDF0000125522 1/2- 1 Mile NNW 2190 CAEDF0000139133 1/2- 1 Mile SSW 2191 CAEDF0000093922 1/2- 1 Mile SSW Z192 CAEDF0000015987 1/2- 1 Mile SSW Z193 CAEDF0000080559 1/2- 1 Mile SSW Z194 CAEDF0000121867 1/2- 1 Mile SSW Z195 CAEDF0000070671 1/2- 1 Mile SSW Y196 CAEDF0000010972 1/2- 1 Mile SSE Y197 CAEDF0000064798 1/2- 1 Mile SSE Z198 CAEDF0000097714 1/2- 1 Mile SSW 2199 CAEDF0000138181 1/2- 1 Mile SSW Y201 CAEDF0000140495 1/2- 1 Mile SSE AB202 CAUSGSN00004061 1/2- 1 Mile South Z203 CAEDF0000065543 1/2- 1 Mile SSW Z204 CAEDF0000084236 1/2- 1 Mile SSW Z205 CAEDF0000101427 1/2- 1 Mile SSW Z206 CAEDF0000020124 1/2- 1 Mile SSW Z207 CAEDF0000086412 1/2- 1 Mile SSW Z208 CAEDF0000031818 1/2- 1 Mile SSW Z209 CAEDF0000121391 1/2- 1 Mile SSW Z210 CAEDF0000006566 1/2- 1 Mile SSW AB211 CADWR0000035372 1/2- 1 Mile South Y213 CAEDF0000110826 1/2- 1 Mile SSE Y214 CAEDF0000136934 1/2- 1 Mile SSE Z215 CAEDF0000087036 1/2- 1 Mile SSW Z216 CAEDF0000096257 1/2- 1 Mile SSW TC6651002.2s Page A-12 GEOCHECe - PHYSICAL SETTING SOURCE SUMMARY STATE DATABASE WELL INFORMATION LOCATION MAP ID WELL ID FROM TP Z217 CAEDF0000036897 1/2- 1 Mile SSW AB218 CADWR9000005240 1/2- 1 Mile South AA219 CAEDF0000114355 1/2- 1 Mile SSE AB220 CADDW0000018310 1/2- 1 Mile South AA221 CAEDF0000020815 1/2- 1 Mile SSE Z222 CAEDF0000019972 1/2- 1 Mile SSW Z223 CAEDF0000075931 1/2- 1 Mile SSW AB224 CADWR9000005241 1/2- 1 Mile SSW AC225 CAEDF0000073172 1/2- 1 Mile SSE AA226 CAEDF0000032562 1/2- 1 Mile SSE AA228 CAEDF0000091587 1/2- 1 Mile SSE AA229 CAEDF0000093354 1/2- 1 Mile SSE Y230 CAEDF0000072502 1/2- 1 Mile SSE Y231 CAEDF0000116096 1/2- 1 Mile SSE AA232 CAEDF0000000594 1/2- 1 Mile SSE AB233 6135 1/2- 1 Mile South AA234 CAEDF0000124768 1/2- 1 Mile SSE AA235 CAEDF0000111451 1/2- 1 Mile SSE AA236 CAEDF0000060380 1/2- 1 Mile SSE AA237 CAEDF0000140569 1/2- 1 Mile SSE AC238 CAEDF000000O049 1/2- 1 Mile SSE AC239 CAEDF0000142942 1/2- 1 Mile SSE AC240 CAEDF0000014601 1/2- 1 Mile SSE AC241 CAEDF0000102650 1/2- 1 Mile SSE AC243 CAEDF0000016618 1/2- 1 Mile SSE AC244 CAEDF0000081000 1/2- 1 Mile SSE AA245 CAEDF0000135106 1/2- 1 Mile SSE AD246 CAEDF0000084195 1/2- 1 Mile SSE AD247 CAEDF0000134814 1/2- 1 Mile SSE AC248 CAEDF000000O185 1/2- 1 Mile SSE AA249 CAEDF0000091127 1/2- 1 Mile SSE AD250 CAEDF0000097637 1/2- 1 Mile SSE AC251 CAEDF0000108953 1/2- 1 Mile SSE AC252 CAEDF0000093731 1/2- 1 Mile SSE AC253 CAEDF0000086439 1/2- 1 Mile SSE AC254 CAEDF0000054138 1/2- 1 Mile SSE AC255 CAEDF0000070062 1/2- 1 Mile SSE AC256 CAEDF0000039608 1/2- 1 Mile SSE AC257 CAEDF0000093742 1/2- 1 Mile SSE AC258 CAEDF0000043274 1/2- 1 Mile SSE 261 CADWR0000003170 1/2- 1 Mile NE AC262 CAEDF0000121196 1/2- 1 Mile SSE AC263 CAEDF0000119633 1/2- 1 Mile SSE AC264 CAEDF0000143016 1/2- 1 Mile SSE TC6651002.2s Page A-13 PHYSICAL SETTING SOURCE MAP - 6651002.2s z S nta Clara A p dg ve 1 a`' Q �Qo X E 1 th t ll 261 P 06 0 66 G y 0 � � F r it t n We - 152 ' A n o 6 Wg �N 123 b o 0 J �g V 116 D I P 09 W115 w a s� 20 E Main St Main St �H L \ J/ y X20 o 0 m RZ B cFa den Ave � o� s 0` OR o H A SANTA A County Boundary 0 va 1/2 1 M lies N Major Roads N Contour Lines Groundwater Flow Direction Earthquake Fault Lines c I Indeterminate Groundwater Flow at Location bG Airports c v Groundwater Flow Varies at Location OO Earthquake epicenter,Richter 5 or greater H D Closest Hydrogeological Data ® Water Wells • Oil,gas or related wells © Public Water Supply Wells ® Cluster of Multiple Icons SITE NAME: 17802 and 17842 Irvine Boulevard CLIENT: Partner Engineering and Science, Inc. ADDRESS: 17802 and 17842 Irvine Boulevard CONTACT: Evelyn Perez Tustin CA 92780 INQUIRY#: 6651002.2s LAT/LONG: 33.748081 /117.82044 DATE: September 08,2021 8:39 am Copyright�o 2021 EDR,Inc.(,)2015 TonnTom Rel. 2015. GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number Al NNW CA WELLS CADDW0000009944 1/8-1/4 Mile Higher Well ID: 3010046-003 Well Type: MUNICIPAL Source: Department of Health Services Other Name: COLUMBUS TUSTIN GAMA PFAS Testing: Not Reported Groundwater Quality Data: hftps://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=DHS&samp_ date=&g lobal_id=&assigned_name=3010046-003&store_n um= GeoTracker Data: Not Reported B2 NE CA WELLS 6125 1/8-1/4 Mile Lower Seq: 6125 Prim sta c: 05S/09W-09K01 S Frds no: 3010046003 County: 30 District: 08 User id: TEE System no: 3010046 Water type: G Source nam: COLUMBUS TUSTIN Station ty: WELL/AMBNT/MUN/INTAKE Latitude: 334500.0 Longitude: 1174900.0 Precision: 5 Status: AU Comment 1: SE CORNER OF PROSPECT AVE.AND BENETA WAY Comment 2: Not Reported Comment 3: Not Reported Comment 4: Not Reported Comment 5: Not Reported Comment 6: Not Reported Comment 7: Not Reported System no: 3010046 System nam: City Of Tustin Hqname: Not Reported Address: P.O.BOX 466 City: TUSTIN State: CA Zip: 92680 Zip ext: Not Reported Pop serv: 52100 Connection: 13628 Area serve: TUSTIN Sample date: 22-FEB-18 Finding: 5.21 Chemical: NITRATE+NITRITE(AS N) Report units: MG/L Dlr: 0.4 Sample date: 22-FEB-18 Finding: 5.2 Chemical: NITRATE(AS N) Report units: MG/L Dlr: 0.4 Sample date: 06-FEB-17 Finding: 4.99 Chemical: NITRATE+NITRITE(AS N) Report units: MG/L Dlr: 0.4 Sample date: 06-FEB-17 Finding: 4.98 Chemical: NITRATE(AS N) Report units: MG/L Dlr: 0.4 Sample date: 02-JUN-16 Finding: 729. Chemical: SPECIFIC CONDUCTANCE Report units: US Dlr: 0. Sample date: 02-JUN-16 Finding: 7.7 Chemical: PH, LABORATORY Report units: Not Reported TC6651002.2s Page A-15 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Dlr: 0. Sample date: 02-JUN-16 Finding: 142. Chemical: ALKALINITY(TOTAL)AS CAC03 Report units: MG/L Dlr: 0. Sample date: 02-JUN-16 Finding: 142. Chemical: BICARBONATE ALKALINITY Report units: MG/L Dlr: 0. Sample date: 02-JUN-16 Finding: 4.31 Chemical: NITRATE(AS N) Report units: MG/L Dlr: 0.4 Sample date: 02-JUN-16 Finding: 175. Chemical: HARDNESS(TOTAL)AS CAC03 Report units: MG/L Dlr: 0. Sample date: 02-JUN-16 Finding: 54.5 Chemical: CALCIUM Report units: MG/L Dlr: 0. Sample date: 02-JUN-16 Finding: 9.4 Chemical: MAGNESIUM Report units: MG/L Dlr: 0. Sample date: 02-JUN-16 Finding: 76.8 Chemical: SODIUM Report units: MG/L Dlr: 0. Sample date: 02-JUN-16 Finding: 2.3 Chemical: POTASSIUM Report units: MG/L Dlr: 0. Sample date: 02-JUN-16 Finding: 71.4 Chemical: CHLORIDE Report units: MG/L Dlr: 0. Sample date: 02-JUN-16 Finding: 92.3 Chemical: SULFATE Report units: MG/L Dlr: 0.5 Sample date: 02-JUN-16 Finding: 4.6 Chemical: VANADIUM Report units: UG/L Dlr: 3. Sample date: 02-JUN-16 Finding: 452. Chemical: TOTAL DISSOLVED SOLIDS Report units: MG/L Dlr: 0. Sample date: 02-JUN-16 Finding: 0.16 Chemical: BROMIDE Report units: MG/L Dlr: 0. Sample date: 02-JUN-16 Finding: 4.14 Chemical: NITRATE+NITRITE(AS N) Report units: MG/L Dlr: 0.4 Sample date: 02-JUN-16 Finding: 4.23 Chemical: NITRATE(AS N) Report units: MG/L Dlr: 0.4 TC6651002.2s Page A-16 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Sample date: 02-JUN-16 Finding: 4.23 Chemical: NITRATE+ NITRITE(AS N) Report units: MG/L Dlr: 0.4 Sample date: 21-MAR-16 Finding: 4.58 Chemical: NITRATE(AS N) Report units: MG/L Dlr: 0.4 Sample date: 21-MAR-16 Finding: 4.75 Chemical: NITRATE+ NITRITE(AS N) Report units: MG/L Dlr: 0.4 Sample date: 21-MAR-16 Finding: 4.75 Chemical: NITRATE(AS N) Report units: MG/L Dlr: 0.4 Sample date: 21-MAR-16 Finding: 4.59 Chemical: NITRATE+ NITRITE(AS N) Report units: MG/L Dlr: 0.4 Sample date: 24-FEB-16 Finding: 5.59 Chemical: NITRATE+ NITRITE(AS N) Report units: MG/L Dlr: 0.4 Sample date: 24-FEB-16 Finding: 486. Chemical: TOTAL DISSOLVED SOLIDS Report units: MG/L Dlr: 0. Sample date: 24-FEB-16 Finding: 0.2 Chemical: TURBIDITY, LABORATORY Report units: NTU Dlr: 0.1 Sample date: 24-FEB-16 Finding: 0.19 Chemical: BROMIDE Report units: MG/L Dlr: 0. Sample date: 24-FEB-16 Finding: 840. Chemical: SPECIFIC CONDUCTANCE Report units: US Dlr: 0. Sample date: 24-FEB-16 Finding: 7.8 Chemical: PH, LABORATORY Report units: Not Reported Dlr: 0. Sample date: 24-FEB-16 Finding: 155. Chemical: ALKALINITY(TOTAL)AS CAC03 Report units: MG/L Dlr: 0. Sample date: 24-FEB-16 Finding: 189. Chemical: BICARBONATE ALKALINITY Report units: MG/L Dlr: 0. Sample date: 24-FEB-16 Finding: 5.59 Chemical: NITRATE(AS N) Report units: MG/L Dlr: 0.4 Sample date: 24-FEB-16 Finding: 276. Chemical: HARDNESS(TOTAL)AS CAC03 Report units: MG/L Dlr: 0. Sample date: 24-FEB-16 Finding: 83.6 Chemical: CALCIUM Report units: MG/L TC6651002.2s Page A-17 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Dlr: 0. Sample date: 24-FEB-16 Finding: 16.4 Chemical: MAGNESIUM Report units: MG/L Dlr: 0. Sample date: 24-FEB-16 Finding: 66.2 Chemical: SODIUM Report units: MG/L Dlr: 0. Sample date: 24-FEB-16 Finding: 2.1 Chemical: POTASSIUM Report units: MG/L Dlr: 0. Sample date: 24-FEB-16 Finding: 89.9 Chemical: CHLORIDE Report units: MG/L Dlr: 0. Sample date: 24-FEB-16 Finding: 112. Chemical: SULFATE Report units: MG/L Dlr: 0.5 Sample date: 24-FEB-16 Finding: 0.16 Chemical: FLUORIDE(F)(NATURAL-SOURCE) Report units: MG/L Dlr: 0.1 Sample date: 13-NOV-14 Finding: 3510. Chemical: NITRATE+ NITRITE(AS N) Report units: MG/L Dlr: 0.4 Sample date: 13-AUG-14 Finding: 1.13 Chemical: URANIUM(PCI/L) Report units: PCI/L Dlr: 1. Sample date: 13-AUG-14 Finding: 0.363 Chemical: RADIUM,TOTAL, MDA95-NTNC ONLY, BY 903.0 Report units: PCI/L Dlr: 0. Sample date: 13-AUG-14 Finding: 0.151 Chemical: RA-226 OR TOTAL RA BY 903.0 C.E. Report units: PCI/L Dlr: 0. Sample date: 13-AUG-14 Finding: 8.7e-002 Chemical: RA-226 FOR CWS OR TOTAL RA FOR NTNC BY 903.0 Report units: PCI/L Dlr: 0. Sample date: 13-AUG-14 Finding: 3400. Chemical: NITRATE+ NITRITE(AS N) Report units: MG/L Dlr: 0.4 Sample date: 13-AUG-14 Finding: 3.79 Chemical: GROSS ALPHA Report units: PCI/L Dlr: 3. Sample date: 13-AUG-14 Finding: 1.68 Chemical: GROSS ALPHA COUNTING ERROR Report units: PCI/L Dlr: 0. Sample date: 13-AUG-14 Finding: 0.542 Chemical: RADIUM 228 COUNTING ERROR Report units: PCI/L Dlr: 0. TC6651002.2s Page A-18 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Sample date: 13-AUG-14 Finding: 0.727 Chemical: URANIUM COUNTING ERROR Report units: PCI/L Dlr: 0. Sample date: 13-AUG-14 Finding: 1.11 Chemical: GROSS ALPHA MDA95 Report units: PCI/L Dlr: 0. Sample date: 13-AUG-14 Finding: 0.3 Chemical: URANIUM MDA95 Report units: PCI/L Dlr: 0. Sample date: 13-AUG-14 Finding: 0.253 Chemical: RADIUM 228 MDA95 Report units: PCI/L Dlr: 0. Sample date: 28-MAY-14 Finding: 3590. Chemical: NITRATE+ NITRITE(AS N) Report units: MG/L Dlr: 0.4 Sample date: 25-FEB-14 Finding: 4070. Chemical: NITRATE+NITRITE(AS N) Report units: MG/L Dlr: 0.4 Sample date: 15-OCT-13 Finding: 3960. Chemical: NITRATE+NITRITE(AS N) Report units: MG/L Dlr: 0.4 Sample date: 19-AUG-13 Finding: 4030. Chemical: NITRATE+NITRITE(AS N) Report units: MG/L Dlr: 0.4 Sample date: 22-MAY-13 Finding: 3670. Chemical: NITRATE+NITRITE(AS N) Report units: MG/L Dlr: 0.4 Sample date: 25-FEB-13 Finding: 76.1 Chemical: SODIUM Report units: MG/L Dlr: 0. Sample date: 25-FEB-13 Finding: 2.2 Chemical: POTASSIUM Report units: MG/L Dlr: 0. Sample date: 25-FEB-13 Finding: 76.1 Chemical: CHLORIDE Report units: MG/L Dlr: 0. Sample date: 25-FEB-13 Finding: 95.7 Chemical: SULFATE Report units: MG/L Dlr: 0.5 Sample date: 25-FEB-13 Finding: 0.18 Chemical: FLUORIDE(F)(NATURAL-SOURCE) Report units: MG/L Dlr: 0.1 Sample date: 25-FEB-13 Finding: 5.2 Chemical: VANADIUM Report units: UG/L Dlr: 3. Sample date: 25-FEB-13 Finding: 468. Chemical: TOTAL DISSOLVED SOLIDS Report units: MG/L TC6651002.2s Page A-19 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Dlr: 0. Sample date: 25-FEB-13 Finding: 21.6 Chemical: NITRATE(AS NO3) Report units: MG/L Dlr: 2. Sample date: 25-FEB-13 Finding: 0.17 Chemical: BROMIDE Report units: MG/L Dlr: 0. Sample date: 25-FEB-13 Finding: 4890. Chemical: NITRATE+NITRITE(AS N) Report units: MG/L Dlr: 0.4 Sample date: 25-FEB-13 Finding: 9.8 Chemical: MAGNESIUM Report units: MG/L Dlr: 0. Sample date: 25-FEB-13 Finding: 57.1 Chemical: CALCIUM Report units: MG/L Dlr: 0. Sample date: 25-FEB-13 Finding: 183. Chemical: HARDNESS(TOTAL)AS CAC03 Report units: MG/L Dlr: 0. Sample date: 25-FEB-13 Finding: 175. Chemical: BICARBONATE ALKALINITY Report units: MG/L Dlr: 0. Sample date: 25-FEB-13 Finding: 143. Chemical: ALKALINITY(TOTAL)AS CAC03 Report units: MG/L Dlr: 0. Sample date: 25-FEB-13 Finding: 757. Chemical: SPECIFIC CONDUCTANCE Report units: US Dlr: 0. Sample date: 25-FEB-13 Finding: 8. Chemical: PH,LABORATORY Report units: Not Reported Dlr: 0. Sample date: 06-NOV-12 Finding: 4130. Chemical: NITRATE+NITRITE(AS N) Report units: MG/L Dlr: 0.4 Sample date: 14-AUG-12 Finding: 20.2 Chemical: NITRATE(AS NO3) Report units: MG/L Dlr: 2. Sample date: 14-AUG-12 Finding: 4570. Chemical: NITRATE+ NITRITE(AS N) Report units: MG/L Dlr: 0.4 Sample date: 06-JUN-12 Finding: 21.4 Chemical: NITRATE(AS NO3) Report units: MG/L Dlr: 2. Sample date: 06-JUN-12 Finding: 4840. Chemical: NITRATE+NITRITE(AS N) Report units: MG/L Dlr: 0.4 TC6651002.2s Page A-20 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Sample date: 22-FEB-12 Finding: 4460. Chemical: NITRATE+NITRITE(AS N) Report units: MG/L Dlr: 0.4 B3 NE CA WELLS 6123 1/8-1/4 Mile Lower Seq: 6123 Prim sta c: 05S/09W-09H01 S Frds no: 3010046005 County: 30 District: 08 User id: TEE System no: 3010046 Water type: G Source nam: LIVINGSTON-INACTIVE Station ty: WELL/AMBNT/MUN/INTAKE/SUPPLY Latitude: 334500.0 Longitude: 1174900.0 Precision: 8 Status: IU Comment 1: Not Reported Comment 2: Not Reported Comment 3: Not Reported Comment 4: Not Reported Comment 5: Not Reported Comment 6: Not Reported Comment 7: Not Reported System no: 3010046 System nam: City Of Tustin Hqname: Not Reported Address: P.O.BOX 466 City: TUSTIN State: CA Zip: 92680 Zip ext: Not Reported Pop serv: 52100 Connection: 13628 Area serve: TUSTIN B4 NE CA WELLS 6129 1/8-1/4 Mile Lower Seq: 6129 Prim sta c: 05S/09W-16B02 S Frds no: 3010046006 County: 30 District: 08 User id: TEE System no: 3010046 Water type: G Source nam: MAIN STREET WELL 01 -ABANDONED Station ty: WELL/AMBNT/MUN/INTAKE/SUPPLY Latitude: 334500.0 Longitude: 1174900.0 Precision: 8 Status: AB Comment 1: Not Reported Comment 2: Not Reported Comment 3: Not Reported Comment 4: Not Reported Comment 5: Not Reported Comment 6: Not Reported Comment 7: Not Reported System no: 3010046 System nam: City Of Tustin Hqname: Not Reported Address: P.O.BOX 466 City: TUSTIN State: CA Zip: 92680 Zip ext: Not Reported Pop serv: 52100 Connection: 13628 Area serve: TUSTIN B5 NE CA WELLS 6131 1/8-1/4 Mile Lower Seq: 6131 Prim sta c: 05S/09W-16C01 S Frds no: 3010046008 County: 30 TC6651002.2s Page A-21 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS District: 08 User id: TEE System no: 3010046 Water type: G Source nam: MAIN STREET WELL 03 Station ty: WELL/AMBNT/MUN/INTAKE/SUPPLY Latitude: 334500.0 Longitude: 1174900.0 Precision: 8 Status: AR Comment 1: Not Reported Comment 2: Not Reported Comment 3: Not Reported Comment 4: Not Reported Comment 5: Not Reported Comment 6: Not Reported Comment 7: Not Reported System no: 3010046 System nam: City Of Tustin Hqname: Not Reported Address: P.O. BOX 466 City: TUSTIN State: CA Zip: 92680 Zip ext: Not Reported Pop serv: 52100 Connection: 13628 Area serve: TUSTIN Sample date: 21-MAR-18 Finding: 16.4 Chemical: NITRATE+ NITRITE(AS N) Report units: MG/L Dlr: 0.4 Sample date: 21-MAR-18 Finding: 16.4 Chemical: NITRATE(AS N) Report units: MG/L Dlr: 0.4 Sample date: 21-DEC-17 Finding: 6. Chemical: PERCHLORATE Report units: UG/L Dlr: 4. Sample date: 06-DEC-17 Finding: 17.2 Chemical: NITRATE(AS N) Report units: MG/L Dlr: 0.4 Sample date: 06-DEC-17 Finding: 5.5 Chemical: PERCHLORATE Report units: UG/L Dlr: 4. Sample date: 29-NOV-17 Finding: 5.7 Chemical: PERCHLORATE Report units: UG/L Dlr: 4. Sample date: 29-NOV-17 Finding: 16. Chemical: NITRATE+ NITRITE(AS N) Report units: MG/L Dlr: 0.4 Sample date: 29-NOV-17 Finding: 16. Chemical: NITRATE(AS N) Report units: MG/L Dlr: 0.4 Sample date: 01-NOV-17 Finding: 16.4 Chemical: NITRATE(AS N) Report units: MG/L Dlr: 0.4 Sample date: 01-NOV-17 Finding: 5.5 Chemical: PERCHLORATE Report units: UG/L Dlr: 4. Sample date: 04-OCT-17 Finding: 5.8 Chemical: PERCHLORATE Report units: UG/L Dlr: 4. Sample date: 04-OCT-17 Finding: 16.1 TC6651002.2s Page A-22 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Chemical: NITRATE(AS N) Report units: MG/L Dlr: 0.4 Sample date: 07-SEP-17 Finding: 5.5 Chemical: PERCHLORATE Report units: UG/L Dlr: 4. Sample date: 07-SEP-17 Finding: 16.6 Chemical: NITRATE+NITRITE(AS N) Report units: MG/L Dlr: 0.4 Sample date: 07-SEP-17 Finding: 884. Chemical: TOTAL DISSOLVED SOLIDS Report units: MG/L Dlr: 0. Sample date: 07-SEP-17 Finding: 16.6 Chemical: NITRATE(AS N) Report units: MG/L Dlr: 0.4 Sample date: 06-SEP-17 Finding: 5.6 Chemical: PERCHLORATE Report units: UG/L Dlr: 4. Sample date: 06-SEP-17 Finding: 16.8 Chemical: NITRATE(AS N) Report units: MG/L Dlr: 0.4 Sample date: 02-AUG-17 Finding: 5.4 Chemical: PERCHLORATE Report units: UG/L Dlr: 4. Sample date: 02-AUG-17 Finding: 16. Chemical: NITRATE(AS N) Report units: MG/L Dlr: 0.4 Sample date: 05-JUL-17 Finding: 5.3 Chemical: PERCHLORATE Report units: UG/L Dlr: 4. Sample date: 05-JUL-17 Finding: 16.3 Chemical: NITRATE(AS N) Report units: MG/L Dlr: 0.4 Sample date: 07-JUN-17 Finding: 5.5 Chemical: PERCHLORATE Report units: UG/L Dlr: 4. Sample date: 07-JUN-17 Finding: 16.1 Chemical: NITRATE(AS N) Report units: MG/L Dlr: 0.4 Sample date: 11-MAY-17 Finding: 15.3 Chemical: NITRATE+NITRITE(AS N) Report units: MG/L Dlr: 0.4 Sample date: 11-MAY-17 Finding: 5. Chemical: PERCHLORATE Report units: UG/L Dlr: 4. Sample date: 11-MAY-17 Finding: 15.3 Chemical: NITRATE(AS N) Report units: MG/L Dlr: 0.4 TC6651002.2s Page A-23 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Sample date: 11-MAY-17 Finding: 668. Chemical: TOTAL DISSOLVED SOLIDS Report units: MG/L Dlr: 0. Sample date: 03-MAY-17 Finding: 5.4 Chemical: PERCHLORATE Report units: UG/L Dlr: 4. Sample date: 03-MAY-17 Finding: 15.9 Chemical: NITRATE(AS N) Report units: MG/L Dlr: 0.4 Sample date: 05-APR-17 Finding: 5.26 Chemical: PERCHLORATE Report units: UG/L Dlr: 4. Sample date: 05-APR-17 Finding: 16.1 Chemical: NITRATE(AS N) Report units: MG/L Dlr: 0.4 Sample date: 31-MAR-17 Finding: 5.04 Chemical: PERCHLORATE Report units: UG/L Dlr: 4. Sample date: 31-MAR-17 Finding: 15.8 Chemical: NITRATE(AS N) Report units: MG/L Dlr: 0.4 Sample date: 03-FEB-17 Finding: 5.08 Chemical: PERCHLORATE Report units: UG/L Dlr: 4. Sample date: 03-FEB-17 Finding: 15.4 Chemical: NITRATE(AS N) Report units: MG/L Dlr: 0.4 Sample date: 31-JAN-17 Finding: 1470. Chemical: SPECIFIC CONDUCTANCE Report units: US Dlr: 0. Sample date: 31-JAN-17 Finding: 7.4 Chemical: PH, LABORATORY Report units: Not Reported Dlr: 0. Sample date: 31-JAN-17 Finding: 272. Chemical: ALKALINITY(TOTAL)AS CAC03 Report units: MG/L Dlr: 0. Sample date: 31-JAN-17 Finding: 272. Chemical: BICARBONATE ALKALINITY Report units: MG/L Dlr: 0. Sample date: 31-JAN-17 Finding: 15.2 Chemical: NITRATE(AS N) Report units: MG/L Dlr: 0.4 Sample date: 31-JAN-17 Finding: 0.31 Chemical: TOTAL ORGANIC CARBON(TOC) Report units: MG/L Dlr: 0.3 Sample date: 31-JAN-17 Finding: 627. Chemical: HARDNESS(TOTAL)AS CAC03 Report units: MG/L TC6651002.2s Page A-24 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Dlr: 0. Sample date: 31-JAN-17 Finding: 166. Chemical: CALCIUM Report units: MG/L Dlr: 0. Sample date: 31-JAN-17 Finding: 51.6 Chemical: MAGNESIUM Report units: MG/L Dlr: 0. Sample date: 31-JAN-17 Finding: 69.7 Chemical: SODIUM Report units: MG/L Dlr: 0. Sample date: 31-JAN-17 Finding: 2.2 Chemical: POTASSIUM Report units: MG/L Dlr: 0. Sample date: 31-JAN-17 Finding: 157. Chemical: CHLORIDE Report units: MG/L Dlr: 0. Sample date: 31-JAN-17 Finding: 207. Chemical: SULFATE Report units: MG/L Dlr: 0.5 Sample date: 31-JAN-17 Finding: 0.16 Chemical: FLUORIDE(F)(NATURAL-SOURCE) Report units: MG/L Dlr: 0.1 Sample date: 31-JAN-17 Finding: 150. Chemical: BORON Report units: UG/L Dlr: 100. Sample date: 31-JAN-17 Finding: 958. Chemical: TOTAL DISSOLVED SOLIDS Report units: MG/L Dlr: 0. Sample date: 31-JAN-17 Finding: 0.3 Chemical: TURBIDITY,LABORATORY Report units: NTU Dlr: 0.1 Sample date: 31-JAN-17 Finding: 0.45 Chemical: BROMIDE Report units: MG/L Dlr: 0. Sample date: 31-JAN-17 Finding: 15.2 Chemical: NITRATE+NITRITE(AS N) Report units: MG/L Dlr: 0.4 Sample date: 31-JAN-17 Finding: 5.3 Chemical: PERCHLORATE Report units: UG/L Dlr: 4. Sample date: 04-JAN-17 Finding: 4.16 Chemical: PERCHLORATE Report units: UG/L Dlr: 4. Sample date: 04-JAN-17 Finding: 15.5 Chemical: NITRATE(AS N) Report units: MG/L Dlr: 0.4 TC6651002.2s Page A-25 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Sample date: 07-DEC-16 Finding: 15.8 Chemical: NITRATE(AS N) Report units: MG/L Dlr: 0.4 Sample date: 07-DEC-16 Finding: 4.52 Chemical: PERCHLORATE Report units: UG/L Dlr: 4. Sample date: 07-NOV-16 Finding: 14.2 Chemical: NITRATE+ NITRITE(AS N) Report units: MG/L Dlr: 0.4 Sample date: 07-NOV-16 Finding: 5.2 Chemical: PERCHLORATE Report units: UG/L Dlr: 4. Sample date: 07-NOV-16 Finding: 948. Chemical: TOTAL DISSOLVED SOLIDS Report units: MG/L Dlr: 0. Sample date: 07-NOV-16 Finding: 14.2 Chemical: NITRATE(AS N) Report units: MG/L Dlr: 0.4 Sample date: 02-NOV-16 Finding: 15.7 Chemical: NITRATE(AS N) Report units: MG/L Dlr: 0.4 Sample date: 02-NOV-16 Finding: 4.72 Chemical: PERCHLORATE Report units: UG/L Dlr: 4. Sample date: 05-OCT-16 Finding: 16.7 Chemical: NITRATE(AS N) Report units: MG/L Dlr: 0.4 Sample date: 05-OCT-16 Finding: 4.12 Chemical: PERCHLORATE Report units: UG/L Dlr: 4. Sample date: 07-SEP-16 Finding: 14.4 Chemical: NITRATE(AS N) Report units: MG/L Dlr: 0.4 Sample date: 17-AUG-16 Finding: 884. Chemical: TOTAL DISSOLVED SOLIDS Report units: MG/L Dlr: 0. Sample date: 17-AUG-16 Finding: 14.4 Chemical: NITRATE(AS N) Report units: MG/L Dlr: 0.4 Sample date: 17-AUG-16 Finding: 6. Chemical: PERCHLORATE Report units: UG/L Dlr: 4. Sample date: 17-AUG-16 Finding: 14.4 Chemical: NITRATE+ NITRITE(AS N) Report units: MG/L Dlr: 0.4 Sample date: 03-AUG-16 Finding: 14.7 Chemical: NITRATE(AS N) Report units: MG/L TC6651002.2s Page A-26 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Dlr: 0.4 Sample date: 06-JUL-16 Finding: 4.11 Chemical: PERCHLORATE Report units: UG/L Dlr: 4. Sample date: 06-JUL-16 Finding: 14.3 Chemical: NITRATE(AS N) Report units: MG/L Dlr: 0.4 Sample date: 02-JUN-16 Finding: 922. Chemical: TOTAL DISSOLVED SOLIDS Report units: MG/L Dlr: 0. Sample date: 02-JUN-16 Finding: 14.1 Chemical: NITRATE+NITRITE(AS N) Report units: MG/L Dlr: 0.4 Sample date: 02-JUN-16 Finding: 5.7 Chemical: PERCHLORATE Report units: UG/L Dlr: 4. Sample date: 02-JUN-16 Finding: 14.1 Chemical: NITRATE(AS N) Report units: MG/L Dlr: 0.4 Sample date: 08-MAR-16 Finding: 5.5 Chemical: PERCHLORATE Report units: UG/L Dlr: 4. Sample date: 08-MAR-16 Finding: 5.3 Chemical: PERCHLORATE Report units: UG/L Dlr: 4. Sample date: 24-FEB-16 Finding: 14.8 Chemical: NITRATE+NITRITE(AS N) Report units: MG/L Dlr: 0.4 Sample date: 24-FEB-16 Finding: 5.7 Chemical: PERCHLORATE Report units: UG/L Dlr: 4. Sample date: 24-FEB-16 Finding: 14.8 Chemical: NITRATE(AS N) Report units: MG/L Dlr: 0.4 Sample date: 24-FEB-16 Finding: 890. Chemical: TOTAL DISSOLVED SOLIDS Report units: MG/L Dlr: 0. Sample date: 10-NOV-15 Finding: 14.8 Chemical: NITRATE+NITRITE(AS N) Report units: MG/L Dlr: 0.4 Sample date: 10-NOV-15 Finding: 65.73 Chemical: NITRATE(AS NO3) Report units: MG/L Dlr: 2. Sample date: 10-NOV-15 Finding: 966. Chemical: TOTAL DISSOLVED SOLIDS Report units: MG/L Dlr: 0. TC6651002.2s Page A-27 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Sample date: 10-AUG-15 Finding: 14.7 Chemical: NITRATE+NITRITE(AS N) Report units: MG/L Dlr: 0.4 Sample date: 10-AUG-15 Finding: 65. Chemical: NITRATE(AS NO3) Report units: MG/L Dlr: 2. Sample date: 10-AUG-15 Finding: 870. Chemical: TOTAL DISSOLVED SOLIDS Report units: MG/L Dlr: 0. Sample date: 01-JUN-15 Finding: 914. Chemical: TOTAL DISSOLVED SOLIDS Report units: MG/L Dlr: 0. Sample date: 01-JUN-15 Finding: 7.4 Chemical: PH, FIELD Report units: Not Reported Dlr: 0. Sample date: 13-MAY-15 Finding: 62.29 Chemical: NITRATE(AS NO3) Report units: MG/L Dlr: 2. Sample date: 13-MAY-15 Finding: 14100. Chemical: NITRATE+ NITRITE(AS N) Report units: MG/L Dlr: 0.4 Sample date: 17-MAR-15 Finding: 908. Chemical: TOTAL DISSOLVED SOLIDS Report units: MG/L Dlr: 0. Sample date: 11-MAR-15 Finding: 5. Chemical: PERCHLORATE Report units: UG/L Dlr: 4. Sample date: 11-MAR-15 Finding: 13400. Chemical: NITRATE+ NITRITE(AS N) Report units: MG/L Dlr: 0.4 Sample date: 11-MAR-15 Finding: 59.43 Chemical: NITRATE(AS NO3) Report units: MG/L Dlr: 2. Sample date: 13-NOV-14 Finding: 13700. Chemical: NITRATE+ NITRITE(AS N) Report units: MG/L Dlr: 0.4 Sample date: 13-NOV-14 Finding: 60.5 Chemical: NITRATE(AS NO3) Report units: MG/L Dlr: 2. Sample date: 13-NOV-14 Finding: 884. Chemical: TOTAL DISSOLVED SOLIDS Report units: MG/L Dlr: 0. Sample date: 13-NOV-14 Finding: 4.9 Chemical: PERCHLORATE Report units: UG/L Dlr: 4. Sample date: 13-AUG-14 Finding: 4.1 Chemical: PERCHLORATE Report units: UG/L TC6651002.2s Page A-28 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Dlr: 4. Sample date: 13-AUG-14 Finding: 12800. Chemical: NITRATE+ NITRITE(AS N) Report units: MG/L Dlr: 0.4 Sample date: 13-AUG-14 Finding: 56.9 Chemical: NITRATE(AS NO3) Report units: MG/L Dlr: 2. Sample date: 13-AUG-14 Finding: 888. Chemical: TOTAL DISSOLVED SOLIDS Report units: MG/L Dlr: 0. Sample date: 25-FEB-14 Finding: 2.1 Chemical: POTASSIUM Report units: MG/L Dlr: 0. Sample date: 25-FEB-14 Finding: 162. Chemical: CHLORIDE Report units: MG/L Dlr: 0. Sample date: 25-FEB-14 Finding: 201. Chemical: SULFATE Report units: MG/L Dlr: 0.5 Sample date: 25-FEB-14 Finding: 0.16 Chemical: FLUORIDE(F)(NATURAL-SOURCE) Report units: MG/L Dlr: 0.1 Sample date: 25-FEB-14 Finding: 130. Chemical: BORON Report units: UG/L Dlr: 100. Sample date: 25-FEB-14 Finding: 912. Chemical: TOTAL DISSOLVED SOLIDS Report units: MG/L Dlr: 0. Sample date: 25-FEB-14 Finding: 63.7 Chemical: NITRATE(AS NO3) Report units: MG/L Dlr: 2. Sample date: 25-FEB-14 Finding: 0.38 Chemical: BROMIDE Report units: MG/L Dlr: 0. Sample date: 25-FEB-14 Finding: 14400. Chemical: NITRATE+ NITRITE(AS N) Report units: MG/L Dlr: 0.4 Sample date: 25-FEB-14 Finding: 5.1 Chemical: PERCHLORATE Report units: UG/L Dlr: 4. Sample date: 25-FEB-14 Finding: 1.28 Chemical: GROSS ALPHA COUNTING ERROR Report units: PCI/L Dlr: 0. Sample date: 25-FEB-14 Finding: 0.428 Chemical: RADIUM 228 COUNTING ERROR Report units: PCI/L Dlr: 0. TC6651002.2s Page A-29 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Sample date: 25-FEB-14 Finding: 0.803 Chemical: URANIUM COUNTING ERROR Report units: PCI/L Dlr: 0. Sample date: 25-FEB-14 Finding: 1.11 Chemical: GROSS ALPHA MDA95 Report units: PCI/L Dlr: 0. Sample date: 25-FEB-14 Finding: 0.3 Chemical: URANIUM MDA95 Report units: PCI/L Dlr: 0. Sample date: 25-FEB-14 Finding: 0.253 Chemical: RADIUM 228 MDA95 Report units: PCI/L Dlr: 0. Sample date: 25-FEB-14 Finding: 6.6e-002 Chemical: RA-226 FOR CWS OR TOTAL RA FOR NTNC BY 903.0 Report units: PCI/L Dlr: 0. Sample date: 25-FEB-14 Finding: 0.159 Chemical: RA-226 OR TOTAL RA BY 903.0 C.E. Report units: PCI/L Dlr: 0. Sample date: 25-FEB-14 Finding: 0.418 Chemical: RADIUM,TOTAL,MDA95-NTNC ONLY,BY 903.0 Report units: PCI/L Dlr: 0. Sample date: 25-FEB-14 Finding: 62.4 Chemical: SODIUM Report units: MG/L Dlr: 0. Sample date: 25-FEB-14 Finding: 49. Chemical: MAGNESIUM Report units: MG/L Dlr: 0. Sample date: 25-FEB-14 Finding: 154. Chemical: CALCIUM Report units: MG/L Dlr: 0. Sample date: 25-FEB-14 Finding: 587. Chemical: HARDNESS(TOTAL)AS CAC03 Report units: MG/L Dlr: 0. Sample date: 25-FEB-14 Finding: 0.48 Chemical: TOTAL ORGANIC CARBON(TOC) Report units: MG/L Dlr: 0.3 Sample date: 25-FEB-14 Finding: 315. Chemical: BICARBONATE ALKALINITY Report units: MG/L Dlr: 0. Sample date: 25-FEB-14 Finding: 258. Chemical: ALKALINITY(TOTAL)AS CAC03 Report units: MG/L Dlr: 0. Sample date: 25-FEB-14 Finding: 1360. Chemical: SPECIFIC CONDUCTANCE Report units: US Dlr: 0. Sample date: 25-FEB-14 Finding: 7.7 Chemical: PH, LABORATORY Report units: Not Reported TC6651002.2s Page A-30 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS D 1 r: 0. B6 NE CA WELLS 6130 1/8-1/4 Mile Lower Seq: 6130 Prim sta c: 05S/09W-16B05 S Frds no: 3010046007 County: 30 District: 08 User id: TEE System no: 3010046 Water type: G Source nam: MAIN STREET WELL 02 Station ty: WELL/AMBNT/MUN/INTAKE/SUPPLY Latitude: 334500.0 Longitude: 1174900.0 Precision: 8 Status: AR Comment 1: Not Reported Comment 2: Not Reported Comment 3: Not Reported Comment 4: Not Reported Comment 5: Not Reported Comment 6: Not Reported Comment 7: Not Reported System no: 3010046 System nam: City Of Tustin Hqname: Not Reported Address: P.O.BOX 466 City: TUSTIN State: CA Zip: 92680 Zip ext: Not Reported Pop serv: 52100 Connection: 13628 Area serve: TUSTIN 7 NNE CA WELLS CALLNL000000106 1/8-1/4 Mile Higher Well ID: 100725 Well Type: MUNICIPAL Source: Lawrence Livermore National Laboratory Other Name: 05S/09W-09K01 S GAMA PFAS Testing: Not Reported Groundwater Quality Data: Not Reported GeoTracker Data: Not Reported Chemical: Argon Results: .000698141 Units: cm3STP/g Date: 05/17/2001 Chemical: Helium-3/Helium-4 Results: .00000181167 Units: atom ratio Date: 05/17/2001 Chemical: Xenon Results: .0000000149127 Units: cm3STP/g Date: 05/17/2001 Chemical: Neon Results: .00000125841 Units: cm3STP/g Date: 05/17/2001 Chemical: Tritium(Hydrogen 3) Results: 3.12 Units: pCi/L Date: 10/09/2001 Chemical: Helium-4 Results: .000000530325 Units: cm3STP/g Date: 05/17/2001 TC6651002.2s Page A-31 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Chemical: Krypton Results: .000000137684 Units: cm3STP/g Date: 05/17/2001 A8 NNW CA WELLS CAUSGSN00016070 1/8-1/4 Mile Higher Well ID: USGS-334504117491901 Well Type: UNK Source: United States Geological Survey Other Name: USGS-334504117491901 GAMA PFAS Testing: Not Reported Groundwater Quality Data: hftps://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=USGSNEW&s amp_date=&gIobal_id=&assig ned_name=U SGS-334504117491901&store_nu m= GeoTracker Data: Not Reported A9 NNW CA WELLS CAUSGS000002625 1/8-1/4 Mile Higher Well ID: CLABOC-10 Well Type: MUNICIPAL Source: United States Geological Survey Other Name: CLABOC-10 GAMA PFAS Testing: Not Reported Groundwater Quality Data: hftps://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=USGS&samp _date=&global_id=&assigned_name=CLABOC-10&store_num= GeoTracker Data: Not Reported A10 NNW FED USGS USGS40000137878 1/8-1/4 Mile Higher Organization ID: USGS-CA Organization Name: USGS California Water Science Center Monitor Location: 005S009W09K001 S Type: Well Description: Not Reported HUC: 18070203 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: Alluvium Aquifer Type: Unconfined single aquifer Construction Date: 19840701 Well Depth: 1180 Well Depth Units: ft Well Hole Depth: 1470 Well Hole Depth Units: ft Groundwater Ievels,Number of Measurements: 2 Level reading date: 2004-03-08 Feet below surface: 169.5 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1998-11-05 Feet below surface: 205 Feet to sea level: Not Reported Note: Not Reported TC6651002.2s Page A-32 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number B11 NE CA WELLS CADDW0000015552 1/4-1/2 Mile Higher Well ID: 3010046-002 Well Type: MUNICIPAL Source: Department of Health Services Other Name: BENETA WELL-INACTIVE GAMA PFAS Testing: Not Reported Groundwater Quality Data: hftps://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=DHS&samp_ date=&g lobal_id=&assigned_name=3010046-002&store_n um= GeoTracker Data: Not Reported C12 NNE CA WELLS CADWR0000034628 1/4-1/2 Mile Higher Well ID: 05S09W09H001S Well Type: UNK Source: Department of Water Resources Other Name: 05S09W09H001S GAMA PFAS Testing: Not Reported Groundwater Quality Data: hftps://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=DWR&samp_ date=&global_id=&assigned_name=05S09W09H001 S&store_num= GeoTracker Data: Not Reported D13 East CA WELLS CAEDF0000050095 1/4-1/2 Mile Lower Well ID: T0605901423-MW-44 Well Type: MONITORING Source: EDF Other Name: MW-44 GAMA PFAS Testing: Not Reported Groundwater Quality Data: hftps://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605901423&assig ned_name=M W-44&store_n um= GeoTracker Data: hftps://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResuIts&globaI_id=TO605901423&assi gned_name=M W-44 E14 Site ID: 083001807T ESE Groundwater Flow: Not Reported AQUIFLOW 68198 1/4-1/2 Mile Shallow Water Depth: 54.21 Lower Deep Water Depth: 54.4 Average Water Depth: Not Reported Date: 06/30/1999 C15 NNE CA WELLS CADDW0000022878 1/4-1/2 Mile Higher Well ID: 3010046-005 Well Type: MUNICIPAL Source: Department of Health Services Other Name: LIVINGSTON-INACTIVE GAMA PFAS Testing: Not Reported Groundwater Quality Data: hftps://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=DHS&samp_ date=&g lobal_id=&assigned_name=3010046-005&store_n um= TC6651002.2s Page A-33 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS GeoTracker Data: Not Reported F16 WSW FRDS PWS CA3010046 114-112 Mile Higher Epa region: 09 State: CA Pwsid: CA3010046 Pwsname: CITY OF TUSTIN Cityserved: Not Reported Stateserved: CA Zipserved: Not Reported Fipscounty: 06059 Status: Active Retpopsrvd: 62100 Pwssvcconn: 14071 Psource longname: Purch_surface_water Pwstype: CWS Owner: Local_Govt Contact: VALENZUELA,ART Contactorgname: VALENZUELA,ART Contactphone: 714-573-3382 Contactaddressl: PO BOX 466 Contactaddress2: Not Reported Contactcity: TUSTIN Contactstate: CA Contactzip: 92781 Pwsactivitycode: A Pwsid: CA3010046 Facid: 18 Facname: 17TH ST DESALTER-INACTIVE Factype: Treatment_plant Facactivitycode: A Trtobjective: inorganics removal Trtprocess: reverse osmosis Factypecode: TP Pwsid: CA3010046 Facid: 18 Facname: 17TH ST DESALTER-INACTIVE Factype: Treatment_plant Facactivitycode: A Trtobjective: inorganics removal Trtprocess: rapid mix Factypecode: TP Pwsid: CA3010046 Facid: 18 Facname: 17TH ST DESALTER-INACTIVE Factype: Treatment_plant Facactivitycode: A Trtobjective: disinfection Trtprocess: gaseous chlorination, post Factypecode: TP Pwsid: CA3010046 Facid: 21 Facname: MAIN ST DESALTER-INACTIVE Factype: Treatment_plant Facactivitycode: A Trtobjective: inorganics removal Trtprocess: ion exchange Factypecode: TP Pwsid: CA3010046 Facid: 21 Facname: MAIN ST DESALTER-INACTIVE Factype: Treatment_plant Facactivitycode: A Trtobjective: inorganics removal Trtprocess: reverse osmosis Factypecode: TP Pwsid: CA3010046 Facid: 21 Facname: MAIN ST DESALTER-INACTIVE Factype: Treatment_plant Facactivitycode: A Trtobjective: inorganics removal Trtprocess: rapid mix Factypecode: TP Pwsid: CA3010046 Facid: 21 Facname: MAIN ST DESALTER-INACTIVE Factype: Treatment_plant Facactivitycode: A Trtobjective: disinfection Trtprocess: gaseous chlorination, post TC6651002.2s Page A-34 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Factypecode: TP Pwsid: CA3010046 Facid: 2700 Facname: YORBA-CHLORINATION XCLD Factype: Treatment_plant Facactivitycode: A Trtobjective: disinfection Trtprocess: hypochlori nation, post Factypecode: TP Pwsid: CA3010046 Facid: 2704 Facname: 17TH ST DESALTER Factype: Treatment_plant Facactivitycode: A Trtobjective: disinfection Trtprocess: gaseous chlorination, post Factypecode: TP Pwsid: CA3010046 Facid: 2704 Facname: 17TH ST DESALTER Factype: Treatment_plant Facactivitycode: A Trtobjective: inorganics removal Trtprocess: rapid mix Factypecode: TP Pwsid: CA3010046 Facid: 2704 Facname: 17TH ST DESALTER Factype: Treatment_plant Facactivitycode: A Trtobjective: inorganics removal Trtprocess: reverse osmosis Factypecode: TP Pwsid: CA3010046 Facid: 2707 Facname: VANDENBERG WELL-CHLORINATION XCLD Factype: Treatment_plant Facactivitycode: A Trtobjective: disinfection Trtprocess: gaseous chlorination, post Factypecode: TP Pwsid: CA3010046 Facid: 2708 Facname: MAIN ST DESALTER Factype: Treatment_plant Facactivitycode: A Trtobjective: disinfection Trtprocess: gaseous chlorination, post Factypecode: TP Pwsid: CA3010046 Facid: 2708 Facname: MAIN ST DESALTER Factype: Treatment_plant Facactivitycode: A Trtobjective: inorganics removal Trtprocess: rapid mix Factypecode: TP Pwsid: CA3010046 Facid: 2708 Facname: MAIN ST DESALTER Factype: Treatment_plant Facactivitycode: A Trtobjective: inorganics removal Trtprocess: reverse osmosis Factypecode: TP Pwsid: CA3010046 Facid: 2708 Facname: MAIN ST DESALTER Factype: Treatment_plant Facactivitycode: A Trtobjective: inorganics removal Trtprocess: ion exchange Factypecode: TP Pwsid: CA3010046 Facid: 2712 Facname: WALNUT WELL 77-CHLORINATION XCLD Factype: Treatment_plant Facactivitycode: A Trtobjective: disinfection Trtprocess: hypochlori nation, post Factypecode: TP Pwsid: CA3010046 Facid: 2713 Facname: PASADENA WELL-CHLORINATION -XCLD Factype: Treatment_plant Facactivitycode: A Trtobjective: disinfection Trtprocess: hypochlori nation, post Factypecode: TP TC6651002.2s Page A-35 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Pwsid: CA3010046 Facid: 2720 Facname: BENETA NITRATE BLENDING Factype: Treatment_plant Facactivitycode: A Trtobjective: inorganics removal Trtprocess: rapid mix Factypecode: TP Pwsid: CA3010046 Facid: CA3010046018 Facname: 17TH ST DESALTER Factype: Treatment_plant Facactivitycode: A Trtobjective: inorganics removal Trtprocess: reverse osmosis Factypecode: TP Pwsid: CA3010046 Facid: CA3010046018 Facname: 17TH ST DESALTER Factype: Treatment_plant Facactivitycode: A Trtobjective: inorganics removal Trtprocess: rapid mix Factypecode: TP Pwsid: CA3010046 Facid: CA3010046018 Facname: 17TH ST DESALTER Factype: Treatment_plant Facactivitycode: A Trtobjective: disinfection Trtprocess: gaseous chlorination, post Factypecode: TP Pwsid: CA3010046 Facid: CA3010046021 Facname: MAIN ST DESALTER Factype: Treatment_plant Facactivitycode: A Trtobjective: inorganics removal Trtprocess: ion exchange Factypecode: TP Pwsid: CA3010046 Facid: CA3010046021 Facname: MAIN ST DESALTER Factype: Treatment_plant Facactivitycode: A Trtobjective: inorganics removal Trtprocess: reverse osmosis Factypecode: TP Pwsid: CA3010046 Facid: CA3010046021 Facname: MAIN ST DESALTER Factype: Treatment_plant Facactivitycode: A Trtobjective: inorganics removal Trtprocess: rapid mix Factypecode: TP Pwsid: CA3010046 Facid: CA3010046021 Facname: MAIN ST DESALTER Factype: Treatment_plant Facactivitycode: A Trtobjective: disinfection Trtprocess: gaseous chlorination, post Factypecode: TP Pwsid: CA3010046 Facid: CA3010046031 Facname: WALNUT WELL 77-CHLORINATION XCLD Factype: Treatment_plant Facactivitycode: A Trtobjective: disinfection Trtprocess: hypochlori nation, post Factypecode: TP PWS ID: CA3010046 PWS name: CITY OF TUSTIN Address: Not Reported Care of: Not Reported City: TUSTIN State: CA Zip: 92680 Owner: CITY OF TUSTIN Source code: Ground water Population: 52100 PWS ID: CA3010046 PWS type: Not Reported PWS name: Not Reported PWS address: Not Reported PWS city: Not Reported PWS state: Not Reported PWS zip: Not Reported PWS name: City of Tustin PWS type code: C Retail population served: 62100 Contact: Frederick J.Adjarian Contact address: PO Box 466 Contact address: Tustin Contact city: CA Contact state: 92 Contact zip: 7145733381 TC6651002.2s Page A-36 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Contact telephone: Not Reported County: ORANGE Source: Ground water Treatment Objective: DISINFECTION Process: GASEOUS CHLORINATION,POST Population: 52100 County: ORANGE Source: Ground water Treatment Objective: INORGANICS REMOVAL Process: RAPID MIX Population: 52100 County: ORANGE Source: Ground water Treatment Objective: INORGANICS REMOVAL Process: REVERSE OSMOSIS Population: 52100 PWS ID: CA3010046 Activity status: Active Date system activated: 7706 Date system deactivated: Not Reported Retail population: 00052100 System name: CITY OF TUSTIN System address: Not Reported System address: P.O. BOX 466 System city: TUSTIN System state: CA System zip: 92680 County FIPS: Not Reported City served: TUSTIN County FIPS: 059 City served: TUSTIN Population served: 50,001 -75,000 Persons Treatment: Mixed(treated and untreated) Latitude: 334444 Longitude: 1174931 Violation id: 708006 Orig code: S State: CA Violation Year: 2006 Contamination code: 3100 Contamination Name: Coliform(TCR) Violation code: 26 Violation name: Monitoring, Repeat Minor(TCR) Rule code: 110 Rule name: TCR Violation measur: Not Reported Unit of measure: Not Reported State mcl: Not Reported Cmp bdt: 11/01/2006 Cmp edt: 11/30/2006 Violation ID: 708006 Orig Code: S Enforcemnt FY: 2007 Enforcement Action: 12/15/2006 Enforcement Detail: St Compliance achieved Enforcement Category: Resolving Violation ID: 708006 Orig Code: S Enforcemnt FY: 2007 Enforcement Action: 12/15/2006 Enforcement Detail: St Violation/Reminder Notice Enforcement Category: Informal Violation ID: Not Reported Orig Code: F Enforcemnt FY: 2000 Enforcement Action: 03/01/2000 Enforcement Detail: Fed Compliance achieved Enforcement Category: Not Reported PWS name: City of Tustin Population served: 62100 PWS type code: C Violation ID: 0708006 Contaminant: COLIFORM(TCR) Violation type: Monitoring, Repeat Minor(TCR) Compliance start date: 11/1/2006 0:00:00 Compliance end date: 11/30/2006 0:00:00 Enforcement date: 12/15/2006 0:00:00 Enforcement action: State Violation/Reminder Notice Violation measurement: Not Reported PWS name: City of Tustin Population served: 62100 PWS type code: C Violation ID: 0708006 Contaminant: COLIFORM(TCR) Violation type: Monitoring, Repeat Minor(TCR) Compliance start date: 11/1/2006 0:00:00 Compliance end date: 11/30/2006 0:00:00 TC6651002.2s Page A-37 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Enforcement date: 12/15/2006 0:00:00 Enforcement action: State Compliance Achieved Violation measurement: Not Reported E17 ESE CA WELLS CAEDF0000009175 1/4-1/2 Mile Lower Well ID: T0605901423-MW-42 Well Type: MONITORING Source: EDF Other Name: MW-42 GAMA PFAS Testing: Not Reported Groundwater Quality Data: hftps://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605901423&assig ned_name=M W-42&store_n um= GeoTracker Data: hftps://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605901423&assi gned_name=M W-42 D18 East CA WELLS CAEDF0000104083 1/4-1/2 Mile Lower Well ID: T0605901423-MW-31 Well Type: MONITORING Source: EDF Other Name: MW-31 GAMA PFAS Testing: Not Reported Groundwater Quality Data: hftps://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605901423&assig ned_name=M W-31&store_n um= GeoTracker Data: hftps://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605901423&assi gned_name=M W-31 G19 SSE CA WELLS CAEDF0000076757 1/4-1/2 Mile Lower Well ID: T0605984477-MW-1 Well Type: MONITORING Source: EDF Other Name: MW-1 GAMA PFAS Testing: Not Reported Groundwater Quality Data: hftps://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605984477&assig ned_name=M W-1&store_nu m= GeoTracker Data: hftps://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605984477&assi gned_name=MW-1 G20 SSE CA WELLS CAEDF0000016982 1/4-1/2 Mile Lower Well ID: T0605984477-MW-2 Well Type: MONITORING Source: EDF Other Name: MW-2 GAMA PFAS Testing: Not Reported Groundwater Quality Data: hftps://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605984477&assig ned_name=M W-2&store_nu m= GeoTracker Data: hftps://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605984477&assi gned_name=M W-2 TC6651002.2s Page A-38 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number H21 South CA WELLS CADWR0000024564 1/4-1/2 Mile Lower Well ID: 05S09W16B005S Well Type: UNK Source: Department of Water Resources Other Name: 05S09W16B005S GAMA PFAS Testing: Not Reported Groundwater Quality Data: hftps://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=DWR&samp_ date=&g Iobal_id=&assigned_name=05S09W 16B005S&store_nu m= GeoTracker Data: Not Reported H22 South CA WELLS CADWR9000005268 1/4-1/2 Mile Lower State Well#: 05S09W16B005S Station ID: 27584 Well Name: Not Reported Basin Name: Coastal Plain Of Orange County Well Use: Unknown Well Type: Unknown Well Depth: 0 Well Completion Rpt#: Not Reported G23 SSE CA WELLS CAEDF0000126508 1/4-1/2 Mile Lower Well ID: T0605984477-MW-3 Well Type: MONITORING Source: EDF Other Name: MW-3 GAMA PFAS Testing: Not Reported Groundwater Quality Data: hftps://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605984477&assig ned_name=M W-3&store_nu m= GeoTracker Data: hftps://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResuIts&globaI_id=TO605984477&assi gned_name=M W-3 H24 South CA WELLS CADDW0000016277 1/4-1/2 Mile Lower Well ID: 3010046-008 Well Type: MUNICIPAL Source: Department of Health Services Other Name: MAIN STREET WELL 03 GAMA PFAS Testing: Not Reported Groundwater Quality Data: hftps://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=DHS&samp_ date=&g lobal_id=&assigned_name=3010046-008&store_n um= GeoTracker Data: Not Reported TC6651002.2s Page A-39 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number H25 South FED USGS USGS40000137739 114-112 Mile Lower Organization ID: USGS-CA Organization Name: USGS California Water Science Center Monitor Location: 005S009W16B002S 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: 19260000 Well Depth: 400 Well Depth Units: ft Well Hole Depth: 400 Well Hole Depth Units: ft Groundwater levels,Number of Measurements: 5 Level reading date: 1986-08-22 Feet below surface: 95.59 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1986-05-07 Feet below surface: 91.20 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1986-03-05 Feet below surface: 90.62 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1985-11-13 Feet below surface: 93.00 Feet to sea level: Not Reported Note: Not Reported Level reading date: 1976-12-28 Feet below surface: 161.00 Feet to sea level: Not Reported Note: Not Reported H26 South FED USGS USGS40000137740 114-112 Mile Lower Organization ID: USGS-CA Organization Name: USGS California Water Science Center Monitor Location: 005S009W16B003S 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 TC6651002.2s Page A-40 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number H27 South FED USGS USGS40000137741 1/4-1/2 Mile Lower Organization ID: USGS-CA Organization Name: USGS California Water Science Center Monitor Location: 005S009W16B004S 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 G28 SSE CA WELLS CAEDF0000122839 1/4-1/2 Mile Lower Well ID: T0605984477-MW-4 Well Type: MONITORING Source: EDF Other Name: MW-4 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&global_id=T0605984477&assigned_name=M W-4&store_num= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605984477&assi gned_name=MW-4 H29 SSW CA WELLS CAUSGSN00008714 1/4-1/2 Mile Lower Well ID: USGS-334433117491901 Well Type: UNK Source: United States Geological Survey Other Name: USGS-334433117491901 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=USGSNEW&s amp_date=&global_id=&assigned_name=USGS-334433117491901&store_num= GeoTracker Data: Not Reported H30 SSW FED USGS USGS40000137742 1/4-1/2 Mile Lower Organization ID: USGS-CA Organization Name: USGS California Water Science Center Monitor Location: 005S009W16C001S Type: Well Description: Not Reported HUC: Not Reported 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 TC6651002.2s Page A-41 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Formation Type: Not Reported Aquifer Type: Not Reported Construction Date: 19720707 Well Depth: 630 Well Depth Units: ft Well Hole Depth: 630 Well Hole Depth Units: ft Groundwater Ievels,Number of Measurements: 1 Level reading date: 1972-08-10 Feet below surface: 141 Feet to sea level: Not Reported Note: Other conditions existed that would affect the measured water level. H31 South CA WELLS CAUSGSN00007202 1/4-1/2 Mile Lower Well ID: USGS-334433117491404 Well Type: LINK Source: United States Geological Survey Other Name: USGS-334433117491404 GAMA PFAS Testing: Not Reported Groundwater Quality Data: hftps://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=USGSNEW&s amp_date=&gIobal_id=&assig ned_name=U SGS-334433117491404&store_nu m= GeoTracker Data: Not Reported H32 South CA WELLS CAUSGSN00017304 1/4-1/2 Mile Lower Well ID: USGS-334433117491403 Well Type: LINK Source: United States Geological Survey Other Name: USGS-334433117491403 GAMA PFAS Testing: Not Reported Groundwater Quality Data: hftps://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=USGSNEW&s amp_date=&gIobal_id=&assig ned_name=U SGS-334433117491403&store_nu m= GeoTracker Data: Not Reported H33 SSW CA WELLS CALLNL000000481 1/4-1/2 Mile Lower Well ID: 100728 Well Type: MUNICIPAL Source: Lawrence Livermore National Laboratory Other Name: 05S/09W-16C01 S GAMA PFAS Testing: Not Reported Groundwater Quality Data: Not Reported GeoTracker Data: Not Reported Chemical: Argon Results: .000529033 Units: cm3STP/g Date: 05/18/2001 Chemical: Tritium(Hydrogen 3) Results: 19.54 Units: pCi/L Date: 10/08/2001 Chemical: Neon Results: .000000475777 Units: cm3STP/g Date: 05/18/2001 TC6651002.2s Page A-42 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Chemical: Helium-3/Helium-4 Results: .00000181027 Units: atom ratio Date: 05/18/2001 Chemical: Helium-4 Results: .000000219799 Units: cm3STP/g Date: 05/18/2001 Chemical: Xenon Results: .0000000121101 Units: cm3STP/g Date: 05/18/2001 Chemical: Krypton Results: .0000000981772 Units: cm3STP/g Date: 05/18/2001 G34 SSE CA WELLS CAEDF0000078108 1/4-1/2 Mile Lower Well ID: T0605984477-MW-5 Well Type: MONITORING Source: EDF Other Name: MW-5 GAMA PFAS Testing: Not Reported Groundwater Quality Data: hftps://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605984477&assig ned_name=M W-5&store_nu m= GeoTracker Data: hftps://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605984477&assi gned_name=M W-5 G35 SSE CA WELLS CAEDF0000039784 1/4-1/2 Mile Lower Well ID: T0605984477-MW-8 Well Type: MONITORING Source: EDF Other Name: MW-8 GAMA PFAS Testing: Not Reported Groundwater Quality Data: hftps://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605984477&assig ned_name=M W-8&store_nu m= GeoTracker Data: hftps://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605984477&assi gned_name=M W-8 H36 SSW CA WELLS CADWR9000005269 1/4-1/2 Mile Lower State Well#: 05S09W16B002S Station ID: 5790 Well Name: Not Reported Basin Name: Coastal Plain Of Orange County Well Use: Unknown Well Type: Unknown Well Depth: 0 Well Completion Rpt#: Not Reported TC6651002.2s Page A-43 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number G37 SSE CA WELLS CAEDF0000070221 1/4-1/2 Mile Lower Well ID: T0605984477-MW-6 Well Type: MONITORING Source: EDF Other Name: MW-6 GAMA PFAS Testing: Not Reported Groundwater Quality Data: hftps://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605984477&assig ned_name=M W-6&store_nu m= GeoTracker Data: hftps://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605984477&assi gned_name=M W-6 H38 South CA WELLS CADDW0000019477 1/4-1/2 Mile Lower Well ID: 3010046-017 Well Type: MUNICIPAL Source: Department of Health Services Other Name: MAIN STREET WELL 04 GAMA PFAS Testing: Not Reported Groundwater Quality Data: hftps://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=DHS&samp_ date=&g lobal_id=&assigned_name=3010046-017&store_n um= GeoTracker Data: Not Reported G39 SSE CA WELLS CAEDF0000050207 1/4-1/2 Mile Lower Well ID: T0605984477-MW-7 Well Type: MONITORING Source: EDF Other Name: MW-7 GAMA PFAS Testing: Not Reported Groundwater Quality Data: hftps://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605984477&assig ned_name=M W-7&store_nu m= GeoTracker Data: hftps://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605984477&assi gned_name=M W-7 G40 SSE CA WELLS CAEDF0000065896 1/4-1/2 Mile Lower Well ID: T0605984477-MW-9 Well Type: MONITORING Source: EDF Other Name: MW-9 GAMA PFAS Testing: Not Reported Groundwater Quality Data: hftps://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605984477&assig ned_name=M W-9&store_nu m= GeoTracker Data: hftps://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605984477&assi gned_name=M W-9 TC6651002.2s Page A-44 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number G41 SSE CA WELLS CAEDF0000098846 1/4-1/2 Mile Lower Well ID: T0605902351-MW5 Well Type: MONITORING Source: EDF Other Name: MW5 GAMA PFAS Testing: Not Reported Groundwater Quality Data: hftps://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&global_id=T0605902351&assigned_name=MW5&store num= GeoTracker Data: hftps://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605902351&assi gned_name=MW5 H42 SSW CA WELLS CADWR0000012728 1/4-1/2 Mile Lower Well ID: 05S09W16C001S Well Type: UNK Source: Department of Water Resources Other Name: 05S09W16C001S GAMA PFAS Testing: Not Reported Groundwater Quality Data: hftps://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=DWR&samp_ date=&global_id=&assigned_name=05S09W16C001 S&store_num= GeoTracker Data: Not Reported F43 WSW CA WELLS CAEDF0000111990 1/4-1/2 Mile Higher Well ID: T0605999010-MW1 Well Type: MONITORING Source: EDF Other Name: MW1 GAMA PFAS Testing: Not Reported Groundwater Quality Data: hftps://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&global_id=T0605999010&assigned_name=MW1&store num= GeoTracker Data: hftps://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO60599901O&assi gned_name=MW1 F44 WSW CA WELLS CAEDF0000059559 1/4-1/2 Mile Higher Well ID: T0605999010-MW9 Well Type: MONITORING Source: EDF Other Name: MW9 GAMA PFAS Testing: Not Reported Groundwater Quality Data: hftps://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&global_id=T0605999010&assigned_name=MW9&store num= GeoTracker Data: hftps://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO60599901O&assi gned_name=MW9 TC6651002.2s Page A-45 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number G45 SSE CA WELLS CAEDF0000132346 1/4-1/2 Mile Lower Well ID: T0605902351-MW2 Well Type: MONITORING Source: EDF Other Name: MW2 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&global_id=T0605902351&assigned_name=MW2&store num= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605902351&assi gned_name=MW2 F46 WSW CA WELLS CAEDF0000039335 1/4-1/2 Mile Higher Well ID: T0605999010-MW4 Well Type: MONITORING Source: EDF Other Name: MW4 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&global_id=T0605999010&assigned_name=MW4&store num= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO60599901O&assi gned_name=MW4 147 East CA WELLS CAEDF0000090856 1/4-1/2 Mile Lower Well ID: T0605901423-MW-32 Well Type: MONITORING Source: EDF Other Name: MW-32 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605901423&assig ned_name=M W-32&store_n um= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605901423&assi gned_name=M W-32 F48 WSW CA WELLS CAEDF0000012166 1/4-1/2 Mile Higher Well ID: T0605999010-MW3 Well Type: MONITORING Source: EDF Other Name: MW3 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&global_id=T0605999010&assigned_name=MW3&store num= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO60599901O&assi gned_name=MW3 TC6651002.2s Page A-46 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number J49 East CA WELLS CAEDF0000138449 1/4-1/2 Mile Lower Well ID: T0605901423-MW-29 Well Type: MONITORING Source: EDF Other Name: MW-29 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605901423&assig ned_name=M W-29&store_n um= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605901423&assi gned_name=M W-29 K50 WSW CA WELLS CAEDF0000104921 1/4-1/2 Mile Higher Well ID: T0605999010-MW6 Well Type: MONITORING Source: EDF Other Name: MW6 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&global_id=T0605999010&assigned_name=MW6&store num= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO60599901O&assi gned_name=MW6 151 East CA WELLS CAEDF0000017565 1/4-1/2 Mile Lower Well ID: T0605901423-MW-26 Well Type: MONITORING Source: EDF Other Name: MW-26 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605901423&assig ned_name=M W-26&store_n um= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605901423&assi gned_name=M W-26 L52 SSE CA WELLS CAEDF0000089337 1/4-1/2 Mile Lower Well ID: T0605902351-MW7 Well Type: MONITORING Source: EDF Other Name: MW7 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&global_id=T0605902351&assigned_name=MW7&store num= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605902351&assi gned_name=MW7 TC6651002.2s Page A-47 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number K53 WSW CA WELLS CAEDF0000123959 1/4-1/2 Mile Higher Well ID: T0605999010-MW2 Well Type: MONITORING Source: EDF Other Name: MW2 GAMA PFAS Testing: Not Reported Groundwater Quality Data: hftps://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&global_id=T0605999010&assigned_name=MW2&store num= GeoTracker Data: hftps://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO60599901O&assi gned_name=MW2 K54 WSW CA WELLS CAEDF0000090595 1/4-1/2 Mile Higher Well ID: T0605999010-MW5 Well Type: MONITORING Source: EDF Other Name: MW5 GAMA PFAS Testing: Not Reported Groundwater Quality Data: hftps://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&global_id=T0605999010&assigned_name=MW5&store num= GeoTracker Data: hftps://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO60599901O&assi gned_name=MW5 H55 South CA WELLS CADDW0000007618 1/4-1/2 Mile Lower Well ID: 3010046-007 Well Type: MUNICIPAL Source: Department of Health Services Other Name: MAIN STREET WELL 02-ABANDONED GAMA PFAS Testing: Not Reported Groundwater Quality Data: hftps://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=DHS&samp_ date=&g lobal_id=&assigned_name=3010046-007&store_n um= GeoTracker Data: Not Reported L56 SSE CA WELLS CAEDF0000018936 1/4-1/2 Mile Lower Well ID: T0605902351-MW8 Well Type: MONITORING Source: EDF Other Name: MW8 GAMA PFAS Testing: Not Reported Groundwater Quality Data: hftps://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&global_id=T0605902351&assigned_name=MW8&store num= GeoTracker Data: hftps://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605902351&assi gned_name=MW8 TC6651002.2s Page A-48 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number K57 WSW CA WELLS CAEDF0000092910 1/4-1/2 Mile Higher Well ID: T0605999010-MW7 Well Type: MONITORING Source: EDF Other Name: MW7 GAMA PFAS Testing: Not Reported Groundwater Quality Data: hftps://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&global_id=T0605999010&assigned_name=MW7&store num= GeoTracker Data: hftps://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO60599901O&assi gned_name=MW7 J58 ENE CA WELLS CAEDF0000106677 1/4-1/2 Mile Higher Well ID: T0605901423-MW-28 Well Type: MONITORING Source: EDF Other Name: MW-28 GAMA PFAS Testing: Not Reported Groundwater Quality Data: hftps://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605901423&assig ned_name=M W-28&store_n um= GeoTracker Data: hftps://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605901423&assi gned_name=M W-28 K59 WSW CA WELLS CAEDF0000050497 1/4-1/2 Mile Higher Well ID: T0605999010-MW8 Well Type: MONITORING Source: EDF Other Name: MW8 GAMA PFAS Testing: Not Reported Groundwater Quality Data: hftps://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&global_id=T0605999010&assigned_name=MW8&store num= GeoTracker Data: hftps://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO60599901O&assi gned_name=MW8 M60 SW CA WELLS CADWR0000024680 1/4-1/2 Mile Lower Well ID: 05S09W16B003S Well Type: UNK Source: Department of Water Resources Other Name: 05S09W16B003S GAMA PFAS Testing: Not Reported Groundwater Quality Data: hftps://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=DWR&samp_ date=&g lobal_id=&assigned_name=05S09W 16B003S&store_nu m= GeoTracker Data: Not Reported TC6651002.2s Page A-49 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number M61 SW CA WELLS CADWR0000026641 1/4-1/2 Mile Lower Well ID: 05S09W16B004S Well Type: UNK Source: Department of Water Resources Other Name: 05S09W16B004S GAMA PFAS Testing: Not Reported Groundwater Quality Data: hftps://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=DWR&samp_ date=&g Iobal_id=&assigned_name=05S09W 16B004S&store_nu m= GeoTracker Data: Not Reported 162 East CA WELLS CAEDF0000064726 1/4-1/2 Mile Lower Well ID: T0605901423-MW-18 Well Type: MONITORING Source: EDF Other Name: MW-18 GAMA PFAS Testing: Not Reported Groundwater Quality Data: hftps://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605901423&assig ned_name=M W-18&store_n um= GeoTracker Data: hftps://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605901423&assi gned_name=MW-18 J63 East CA WELLS CAEDF0000142998 1/4-1/2 Mile Lower Well ID: T0605901423-MW-17 Well Type: MONITORING Source: EDF Other Name: MW-17 GAMA PFAS Testing: Not Reported Groundwater Quality Data: hftps://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605901423&assig ned_name=M W-17&store_n um= GeoTracker Data: hftps://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605901423&assi gned_name=MW-17 J64 ENE CA WELLS CAEDF0000008284 1/4-1/2 Mile Higher Well ID: T0605901423-MW-15 Well Type: MONITORING Source: EDF Other Name: MW-15 GAMA PFAS Testing: Not Reported Groundwater Quality Data: hftps://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605901423&assig ned_name=M W-15&store_n um= GeoTracker Data: hftps://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605901423&assi gned_name=MW-15 TC6651002.2s Page A-50 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number N65 ENE CA WELLS CAEDF0000125896 1/4-1/2 Mile Higher Well ID: T0605901423-MW-27 Well Type: MONITORING Source: EDF Other Name: MW-27 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605901423&assig ned_name=M W-27&store_n um= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605901423&assi gned_name=M W-27 J66 East CA WELLS CAEDF0000044031 1/4-1/2 Mile Lower Well ID: T0605901423-MW-16 Well Type: MONITORING Source: EDF Other Name: MW-16 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605901423&assig ned_name=M W-16&store_n um= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605901423&assi gned_name=MW-16 167 East CA WELLS CAEDF0000131642 1/2-1 Mile Lower Well ID: T0605901423-MW-35 Well Type: MONITORING Source: EDF Other Name: MW-35 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605901423&assig ned_name=M W-35&store_n um= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605901423&assi gned_name=M W-35 J68 East CA WELLS CAEDF0000051885 1/2-1 Mile Lower Well ID: T0605901423-MW-07 Well Type: MONITORING Source: EDF Other Name: MW-07 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605901423&assig ned_name=M W-07&store_n um= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605901423&assi gned_name=M W-07 TC6651002.2s Page A-51 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number N69 ENE CA WELLS CAEDF0000120801 1/2-1 Mile Higher Well ID: T0605901423-MW-30 Well Type: MONITORING Source: EDF Other Name: MW-30 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605901423&assig ned_name=M W-30&store_n um= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605901423&assi gned_name=M W-30 70 ESE CA WELLS CAEDF0000022050 1/2-1 Mile Lower Well ID: T0605901423-MW-33 Well Type: MONITORING Source: EDF Other Name: MW-33 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605901423&assig ned_name=M W-33&store_n um= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605901423&assi gned_name=M W-33 071 Site ID: 083002199T East Groundwater Flow: SW AQUIFLOW 37914 1/2-1 Mile Shallow Water Depth: 112 Lower Deep Water Depth: 126 Average Water Depth: Not Reported Date: 11/09/1992 072 East CA WELLS CAEDF0000074706 1/2-1 Mile Lower Well ID: T0605901423-MW-06 Well Type: MONITORING Source: EDF Other Name: MW-06 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605901423&assig ned_name=M W-06&store_n um= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605901423&assi gned_name=M W-06 N73 East CA WELLS CAEDF0000130908 1/2-1 Mile Lower Well ID: T0605901423-MW-05 Well Type: MONITORING Source: EDF Other Name: MW-05 TC6651002.2s Page A-52 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605901423&assig ned_name=M W-05&store_n um= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605901423&assi gned_name=M W-05 074 East CA WELLS CAEDF0000118115 1/2-1 Mile Lower Well ID: T0605901423-MW-11 Well Type: MONITORING Source: EDF Other Name: MW-11 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605901423&assig ned_name=M W-11&store_n um= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605901423&assi gned_name=MW-11 N75 ENE CA WELLS CAEDF0000021397 1/2-1 Mile Higher Well ID: T0605901423-MW-14 Well Type: MONITORING Source: EDF Other Name: MW-14 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605901423&assig ned_name=M W-14&store_n um= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605901423&assi gned_name=MW-14 076 East CA WELLS CAEDF0000140532 1/2-1 Mile Lower Well ID: T0605901622-MW-02R Well Type: MONITORING Source: EDF Other Name: MW-02R GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605901622&assig ned_name=M W-02R&store_n um= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605901622&assi gned_name=M W-02 R 077 East CA WELLS CAEDF0000051723 1/2-1 Mile Lower Well ID: T0605901622-MW-01R Well Type: MONITORING Source: EDF Other Name: MW-01R GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&global_id=T0605901622&assigned_name=MW-01 R&store_num= TC6651002.2s Page A-53 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605901622&assi gned_name=M W-01 R 078 East CA WELLS CAEDF0000134664 1/2-1 Mile Lower Well ID: T0605901423-GTMW-01 Well Type: MONITORING Source: EDF Other Name: GTMW-01 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605901423&assig ned_name=GTM W-01&store_n um= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605901423&assi gned_name=GTMW-01 079 East CA WELLS CAEDF0000016376 1/2-1 Mile Lower Well ID: T0605901622-MW-03 Well Type: MONITORING Source: EDF Other Name: MW-03 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605901622&assig ned_name=M W-03&store_n um= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605901622&assi gned_name=M W-03 N80 East CA WELLS CAEDF0000045349 1/2-1 Mile Lower Well ID: T0605901423-MW-24 Well Type: MONITORING Source: EDF Other Name: MW-24 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605901423&assig ned_name=M W-24&store_n um= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605901423&assi gned_name=M W-24 N81 East CA WELLS CAEDF0000120596 1/2-1 Mile Higher Well ID: T0605901423-MW-13 Well Type: MONITORING Source: EDF Other Name: MW-13 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605901423&assig ned_name=M W-13&store_n um= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605901423&assi gned_name=MW-13 TC6651002.2s Page A-54 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number 082 East CA WELLS CAEDF0000104490 1/2-1 Mile Lower Well ID: T0605901423-B-20 Well Type: MONITORING Source: EDF Other Name: B-20 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605901423&assig ned_name=B-20&store_n um= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605901423&assi gned_name=B-20 083 East CA WELLS CAEDF0000104117 1/2-1 Mile Lower Well ID: T0605901423-MW-46 Well Type: MONITORING Source: EDF Other Name: MW-46 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605901423&assig ned_name=M W-46&store_n um= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605901423&assi gned_name=M W-46 N84 ENE CA WELLS CAEDF0000088540 1/2-1 Mile Higher Well ID: T0605901423-MW-45 Well Type: MONITORING Source: EDF Other Name: MW-45 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605901423&assig ned_name=M W-45&store_n um= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605901423&assi gned_name=M W-45 085 East CA WELLS CAEDF0000129757 1/2-1 Mile Lower Well ID: T0605901423-13-16 Well Type: MONITORING Source: EDF Other Name: B-16 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605901423&assig ned_name=B-16&store_n um= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605901423&assi gned_name=B-16 TC6651002.2s Page A-55 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number 086 East CA WELLS CAEDF0000018629 1/2-1 Mile Lower Well ID: T0605901622-MW-03R Well Type: MONITORING Source: EDF Other Name: MW-03R GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605901622&assig ned_name=M W-03R&store_n um= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605901622&assi gned_name=MW-03R 087 East CA WELLS CAEDF0000038342 1/2-1 Mile Lower Well ID: T0605901423-MW-10 Well Type: MONITORING Source: EDF Other Name: MW-10 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605901423&assig ned_name=M W-10&store_n um= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605901423&assi gned_name=MW-10 088 East CA WELLS CAEDF0000137915 1/2-1 Mile Higher Well ID: T0605901423-B-19 Well Type: MONITORING Source: EDF Other Name: B-19 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605901423&assig ned_name=B-19&store_n um= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605901423&assi gned_name=B-19 089 East CA WELLS CAEDF0000018221 1/2-1 Mile Lower Well ID: T0605901423-GTMW-04 Well Type: MONITORING Source: EDF Other Name: GTMW-04 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605901423&assig ned_name=GTM W-04&store_n um= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605901423&assi gned_name=GTMW-04 TC6651002.2s Page A-56 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number 090 East CA WELLS CAEDF0000018187 1/2-1 Mile Lower Well ID: T0605901423-B-17 Well Type: MONITORING Source: EDF Other Name: B-17 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605901423&assig ned_name=B-17&store_n um= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605901423&assi gned_name=B-17 P91 East CA WELLS CAEDF0000106466 1/2-1 Mile Lower Well ID: T0605901423-MW-34 Well Type: MONITORING Source: EDF Other Name: MW-34 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605901423&assig ned_name=M W-34&store_n um= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605901423&assi gned_name=M W-34 Q92 ENE CA WELLS CAEDF0000080106 1/2-1 Mile Higher Well ID: T0605901423-MW-09 Well Type: MONITORING Source: EDF Other Name: MW-09 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605901423&assig ned_name=M W-09&store_n um= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605901423&assi gned_name=M W-09 P93 East CA WELLS CAEDF0000139086 1/2-1 Mile Lower Well ID: T0605901423-MW-12 Well Type: MONITORING Source: EDF Other Name: MW-12 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605901423&assig ned_name=M W-12&store_n um= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605901423&assi gned_name=MW-12 TC6651002.2s Page A-57 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number 094 East CA WELLS CAEDF0000122041 1/2-1 Mile Lower Well ID: T0605999019-MW4 Well Type: MONITORING Source: EDF Other Name: MW4 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&global_id=T0605999019&assigned_name=MW4&store num= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605999019&assi gned_name=MW4 095 East CA WELLS CAEDF0000105126 1/2-1 Mile Lower Well ID: T0605901423-MW-47 Well Type: MONITORING Source: EDF Other Name: MW-47 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605901423&assig ned_name=M W-47&store_n um= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605901423&assi gned_name=M W-47 096 East CA WELLS CAEDF0000107592 1/2-1 Mile Lower Well ID: T0605901423-GTMW-03 Well Type: MONITORING Source: EDF Other Name: GTMW-03 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605901423&assig ned_name=GTM W-03&store_n um= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605901423&assi gned_name=GTMW-03 097 East CA WELLS CAEDF0000097848 1/2-1 Mile Lower Well ID: T0605999019-MW2 Well Type: MONITORING Source: EDF Other Name: MW2 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&global_id=T0605999019&assigned_name=MW2&store num= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605999019&assi gned_name=MW2 TC6651002.2s Page A-58 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number 098 East CA WELLS CAEDF0000022137 1/2-1 Mile Lower Well ID: T0605999019-MWlD Well Type: MONITORING Source: EDF Other Name: MW1D GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605999019&assig ned_name=M W1 D&store_n u m= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605999019&assi gned_name=MW1D 099 East CA WELLS CAEDF0000094759 1/2-1 Mile Lower Well ID: T0605999019-MW1 Well Type: MONITORING Source: EDF Other Name: MW1 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&global_id=T0605999019&assigned_name=MW1&store num= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605999019&assi gned_name=MW1 13100 East CA WELLS CAEDF0000000942 1/2-1 Mile Lower Well ID: T0605901423-MW-20 Well Type: MONITORING Source: EDF Other Name: MW-20 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605901423&assig ned_name=M W-20&store_n um= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605901423&assi gned_name=M W-20 Q101 East CA WELLS CAEDF0000127073 1/2-1 Mile Higher Well ID: T0605999019-MW3 Well Type: MONITORING Source: EDF Other Name: MW3 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&global_id=T0605999019&assigned_name=MW3&store num= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605999019&assi gned_name=MW3 TC6651002.2s Page A-59 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number Q102 ENE CA WELLS CAEDF0000033470 1/2-1 Mile Higher Well ID: T0605901423-MW-48 Well Type: MONITORING Source: EDF Other Name: MW-48 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605901423&assig ned_name=M W-48&store_n um= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605901423&assi gned_name=M W-48 P103 East CA WELLS CAEDF0000101517 1/2-1 Mile Lower Well ID: T0605901423-MW-22 Well Type: MONITORING Source: EDF Other Name: MW-22 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605901423&assig ned_name=M W-22&store_n um= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605901423&assi gned_name=M W-22 Q104 ENE CA WELLS CAEDF0000079948 1/2-1 Mile Higher Well ID: T0605901423-MW-36 Well Type: MONITORING Source: EDF Other Name: MW-36 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605901423&assig ned_name=M W-36&store_n um= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605901423&assi gned_name=M W-36 Q105 ENE CA WELLS CAEDF0000033522 1/2-1 Mile Higher Well ID: T0605901423-MW-37 Well Type: MONITORING Source: EDF Other Name: MW-37 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605901423&assig ned_name=M W-37&store_n um= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605901423&assi gned_name=M W-37 TC6651002.2s Page A-60 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number Q106 East CA WELLS CAEDF0000051397 1/2-1 Mile Lower Well ID: T0605901423-MW-43 Well Type: MONITORING Source: EDF Other Name: MW-43 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605901423&assig ned_name=M W-43&store_n um= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605901423&assi gned_name=M W-43 Q107 East CA WELLS CAEDF0000136114 1/2-1 Mile Higher Well ID: T0605901423-MW-40 Well Type: MONITORING Source: EDF Other Name: MW-40 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605901423&assig ned_name=M W-40&store_n um= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605901423&assi gned_name=M W-40 R108 Site ID: 083001385T South Groundwater Flow: Not Reported AQUIFLOW 67258 1/2-1 Mile Shallow Water Depth: Not Reported Lower Deep Water Depth: Not Reported Average Water Depth: 70 Date: 10/30/1992 109 East CA WELLS CAEDF0000014395 1/2-1 Mile Lower Well ID: T0605901423-MW-23 Well Type: MONITORING Source: EDF Other Name: MW-23 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605901423&assig ned_name=M W-23&store_n um= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605901423&assi gned_name=M W-23 Q110 ENE CA WELLS CAEDF0000136599 1/2-1 Mile Higher Well ID: T0605901423-MW-38 Well Type: MONITORING Source: EDF Other Name: MW-38 TC6651002.2s Page A-61 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605901423&assig ned_name=M W-38&store_n um= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605901423&assi gned_name=M W-38 R111 South CA WELLS CAEDF0000036615 1/2-1 Mile Lower Well ID: T0605902353-CFS-9 Well Type: MONITORING Source: EDF Other Name: CFS-9 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605902353&assig ned_name=CFS-9&store_nu m= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605902353&assi gned_name=CFS-9 R112 South CA WELLS CAEDF0000050633 1/2-1 Mile Lower Well ID: T0605902353-CFS-10 Well Type: MONITORING Source: EDF Other Name: CFS-10 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605902353&assig ned_name=CFS-10&store_n u m= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605902353&assi gned_name=CFS-10 R113 South CA WELLS CAEDF0000068289 1/2-1 Mile Lower Well ID: T0605902353-CFS-7 Well Type: MONITORING Source: EDF Other Name: CFS-7 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605902353&assig ned_name=CFS-7&store_nu m= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605902353&assi gned_name=CFS-7 R114 South CA WELLS CAEDF0000012644 1/2-1 Mile Lower Well ID: T0605902353-CFS-6 Well Type: MONITORING Source: EDF Other Name: CFS-6 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605902353&assig ned_name=CFS-6&store_nu m= TC6651002.2s Page A-62 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605902353&assi gned_name=CFS-6 115 East CA WELLS CAEDF0000101036 1/2-1 Mile Lower Well ID: T0605901423-MW-21 Well Type: MONITORING Source: EDF Other Name: MW-21 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605901423&assig ned_name=M W-21&store_n um= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605901423&assi gned_name=M W-21 116 Site ID: 083002544T West Groundwater Flow: NW AQUIFLOW 52033 1/2-1 Mile Shallow Water Depth: 81.95 Higher Deep Water Depth: 91.95 Average Water Depth: Not Reported Date: 03/19/1996 R117 South CA WELLS CAEDF0000012066 1/2-1 Mile Lower Well ID: T0605902353-CFS-1 Well Type: MONITORING Source: EDF Other Name: CFS-1 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605902353&assig ned_name=CFS-1&store_nu m= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605902353&assi gned_name=CFS-1 R118 South CA WELLS CAEDF0000011999 1/2-1 Mile Lower Well ID: T0605902353-CFS-11 Well Type: MONITORING Source: EDF Other Name: CFS-11 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&global_id=T0605902353&assigned_name=CFS-11&store_num= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605902353&assi gned_name=CFS-11 TC6651002.2s Page A-63 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number R119 South CA WELLS CAEDF0000047983 1/2-1 Mile Lower Well ID: T0605902353-CFS-4 Well Type: MONITORING Source: EDF Other Name: CFS-4 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605902353&assig ned_name=CFS-4&store_nu m= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605902353&assi gned_name=CFS-4 R120 South CA WELLS CAEDF0000085105 1/2-1 Mile Lower Well ID: T0605902353-CFS-5 Well Type: MONITORING Source: EDF Other Name: CFS-5 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605902353&assig ned_name=CFS-5&store_nu m= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605902353&assi gned_name=CFS-5 R121 South CA WELLS CAEDF0000012552 1/2-1 Mile Lower Well ID: T0605902353-CFS-12 Well Type: MONITORING Source: EDF Other Name: CFS-12 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605902353&assig ned_name=CFS-12&store_n u m= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605902353&assi gned_name=CFS-12 R122 South CA WELLS CAEDF0000110996 1/2-1 Mile Lower Well ID: T0605902353-CFS-13 Well Type: MONITORING Source: EDF Other Name: CFS-13 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605902353&assig ned_name=CFS-13&store_n u m= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605902353&assi gned_name=CFS-13 TC6651002.2s Page A-64 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number 123 ENE CA WELLS CAEDF0000129536 1/2-1 Mile Higher Well ID: T0605901423-MW-39 Well Type: MONITORING Source: EDF Other Name: MW-39 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605901423&assig ned_name=M W-39&store_n um= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605901423&assi gned_name=M W-39 R124 South CA WELLS CAEDF0000135963 1/2-1 Mile Lower Well ID: T0605902353-CFS-2 Well Type: MONITORING Source: EDF Other Name: CFS-2 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605902353&assig ned_name=CFS-2&store_nu m= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605902353&assi gned_name=CFS-2 R125 Site ID: 083000716T South Groundwater Flow: E AQUIFLOW 65081 1/2-1 Mile Shallow Water Depth: 56.45 Lower Deep Water Depth: 63.5 Average Water Depth: Not Reported Date: 09/13/1990 R126 South CA WELLS CAEDF0000024410 1/2-1 Mile Lower Well ID: T0605902353-CFS-3 Well Type: MONITORING Source: EDF Other Name: CFS-3 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605902353&assig ned_name=CFS-3&store_nu m= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605902353&assi gned_name=CFS-3 S127 South CA WELLS CAEDF0000127371 1/2-1 Mile Lower Well ID: T0605902280-AS1 Well Type: MONITORING Source: EDF Other Name: AS1 TC6651002.2s Page A-65 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&global_id=T0605902280&assigned_name=AS1&store num= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605902280&assi gned_name=AS1 S128 South CA WELLS CAEDF0000112224 1/2-1 Mile Lower Well ID: T0605902280-MW2 Well Type: MONITORING Source: EDF Other Name: MW2 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&global_id=T0605902280&assigned_name=MW2&store num= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605902280&assi gned_name=MW2 S129 South CA WELLS CAEDF0000097001 1/2-1 Mile Lower Well ID: T0605902280-MW4 Well Type: MONITORING Source: EDF Other Name: MW4 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&global_id=T0605902280&assigned_name=MW4&store num= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605902280&assi gned_name=MW4 S130 South CA WELLS CAEDF0000141721 1/2-1 Mile Lower Well ID: T0605902280-MW3 Well Type: MONITORING Source: EDF Other Name: MW3 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&global_id=T0605902280&assigned_name=MW3&store num= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605902280&assi gned_name=MW3 S131 South CA WELLS CAEDF0000023635 1/2-1 Mile Lower Well ID: T0605902280-AS2 Well Type: MONITORING Source: EDF Other Name: AS2 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605902280&assig ned_name=AS2&store_nu m= TC6651002.2s Page A-66 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605902280&assi gned_name=AS2 S132 South CA WELLS CAEDF0000101901 1/2-1 Mile Lower Well ID: T0605902280-MW1 Well Type: MONITORING Source: EDF Other Name: MW1 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&global_id=T0605902280&assigned_name=MW1&store num= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605902280&assi gned_name=MW1 S133 South CA WELLS CAEDF0000003120 1/2-1 Mile Lower Well ID: T0605902280-AS3 Well Type: MONITORING Source: EDF Other Name: AS3 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&global_id=T0605902280&assigned_name=AS3&store num= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605902280&assi gned_name=AS3 S134 South CA WELLS CAEDF0000083149 1/2-1 Mile Lower Well ID: T0605902280-MW6 Well Type: MONITORING Source: EDF Other Name: MW6 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&global_id=T0605902280&assigned_name=MW6&store num= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605902280&assi gned_name=MW6 S135 South CA WELLS CAEDF0000103372 1/2-1 Mile Lower Well ID: T0605902280-MW7 Well Type: MONITORING Source: EDF Other Name: MW7 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&global_id=T0605902280&assigned_name=MW7&store num= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605902280&assi gned_name=MW7 TC6651002.2s Page A-67 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number T136 West CA WELLS CADWR0000017808 1/2-1 Mile Higher Well ID: 05S09W09M001S Well Type: UNK Source: Department of Water Resources Other Name: 05S09W09M001 S GAMA PFAS Testing: Not Reported Groundwater Quality Data: hftps://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=DWR&samp_ date=&global_id=&assigned_name=05S09W09M001 S&store_num= GeoTracker Data: Not Reported S137 South CA WELLS CAEDF0000101520 1/2-1 Mile Lower Well ID: T0605902280-MW5 Well Type: MONITORING Source: EDF Other Name: MW5 GAMA PFAS Testing: Not Reported Groundwater Quality Data: hftps://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&global_id=T0605902280&assigned_name=MW5&store num= GeoTracker Data: hftps://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605902280&assi gned_name=MW5 U138 NNW CA WELLS CADDW0000002450 1/2-1 Mile Higher Well ID: 3010046-016 Well Type: MUNICIPAL Source: Department of Health Services Other Name: VANDENBERG WELL GAMA PFAS Testing: Not Reported Groundwater Quality Data: hftps://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=DHS&samp_ date=&g lobal_id=&assigned_name=3010046-016&store_n um= GeoTracker Data: Not Reported V139 West CA WELLS CAEDF0000043961 1/2-1 Mile Higher Well ID: T0605990440-MW-3D Well Type: MONITORING Source: EDF Other Name: MW-3D GAMA PFAS Testing: Not Reported Groundwater Quality Data: hftps://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605990440&assig ned_name=M W-3D&store_nu m= GeoTracker Data: hftps://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605990440&assi gned_name=MW-3D TC6651002.2s Page A-68 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number V140 West CA WELLS CAEDF0000139971 1/2-1 Mile Higher Well ID: T0605934780-MW-4 Well Type: MONITORING Source: EDF Other Name: MW-4 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605934780&assig ned_name=M W-4&store_nu m= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605934780&assi gned_name=M W-4 V141 West CA WELLS CAEDF0000071698 1/2-1 Mile Higher Well ID: T0605990440-MW-1D Well Type: MONITORING Source: EDF Other Name: MW-1 D GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&global_id=T0605990440&assigned_name=MW-1 D&store_num= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605990440&assi gned_name=MW-1 D V142 West CA WELLS CAEDF0000057418 1/2-1 Mile Higher Well ID: T0605990440-MW-2 Well Type: MONITORING Source: EDF Other Name: MW-2 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605990440&assig ned_name=M W-2&store_nu m= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605990440&assi gned_name=M W-2 U143 NNW CA WELLS CALLNL000000349 1/2-1 Mile Higher Well ID: 100784 Well Type: MUNICIPAL Source: Lawrence Livermore National Laboratory Other Name: 05S/09W-09002 S GAMA PFAS Testing: Not Reported Groundwater Quality Data: Not Reported GeoTracker Data: Not Reported Chemical: Krypton Results: .000000108692 Units: cm3STP/g Date: 05/08/2001 TC6651002.2s Page A-69 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Chemical: Tritium(Hydrogen 3) Results: 3.34 Units: pCi/L Date: 10/30/2001 Chemical: Neon Results: .000000669953 Units: cm3STP/g Date: 05/08/2001 Chemical: Helium-3/Helium-4 Results: .00000184088 Units: atom ratio Date: 05/08/2001 Chemical: Argon Results: .000598032 Units: cm3STP/g Date: 05/08/2001 Chemical: Helium-4 Results: .000000339314 Units: cm3STP/g Date: 05/08/2001 Chemical: Xenon Results: .0000000130089 Units: cm3STP/g Date: 05/08/2001 U144 NNW CA WELLS CAUSGSN00019432 1/2-1 Mile Higher Well ID: USGS-334531117492901 Well Type: UNK Source: United States Geological Survey Other Name: USGS-334531117492901 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=USGSNEW&s amp_date=&global_id=&assig ned_name=U SGS-334531117492901&store_nu m= GeoTracker Data: Not Reported V145 West CA WELLS CAEDF0000125183 1/2-1 Mile Higher Well ID: T0605934780-MW-1 Well Type: MONITORING Source: EDF Other Name: MW-1 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605934780&assig ned_name=M W-1&store_nu m= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResuIts&globaI_id=TO605934780&assi gned_name=MW-1 V146 West CA WELLS CAEDF0000131609 1/2-1 Mile Higher Well ID: T0605934780-MW-3 Well Type: MONITORING Source: EDF Other Name: MW-3 GAMA PFAS Testing: Not Reported TC6651002.2s Page A-70 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&global_id=T0605934780&assigned_name=M W-3&store_num= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605934780&assi gned_name=MW-3 U147 NNW FED USGS USGS40000137931 1/2-1 Mile Higher Organization ID: USGS-CA Organization Name: USGS California Water Science Center Monitor Location: 005S009W09C002S Type: Well Description: Not Reported HUC: Not Reported 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: 19921222 Well Depth: 920 Well Depth Units: ft Well Hole Depth: 1129 Well Hole Depth Units: ft Groundwater levels,Number of Measurements: 1 Level reading date: 1993-03-25 Feet below surface: 160 Feet to sea level: Not Reported Note: Not Reported T148 West CA WELLS CAUSGSN00001815 1/2-1 Mile Lower Well ID: USGS-334500117495801 Well Type: UNK Source: United States Geological Survey Other Name: USGS-334500117495801 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=USGSNEW&s amp_date=&global_id=&assigned_name=USGS-334500117495801&store_num= GeoTracker Data: Not Reported V149 West CA WELLS CAEDF0000115044 1/2-1 Mile Higher Well ID: T0605934780-MW-2 Well Type: MONITORING Source: EDF Other Name: MW-2 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&global_id=T0605934780&assigned_name=M W-2&store_num= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605934780&assi gned_name=MW-2 TC6651002.2s Page A-71 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number W11 50 WSW CA WELLS CADDW0000000828 1/2-1 Mile Lower Well ID: 3010046-032 Well Type: MUNICIPAL Source: Department of Health Services Other Name: PASADENA WELL GAMA PFAS Testing: Not Reported Groundwater Quality Data: hftps://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=DHS&samp_ date=&g lobal_id=&assigned_name=3010046-032&store_n um= GeoTracker Data: Not Reported T151 West FED USGS USGS40000137854 1/2-1 Mile Lower Organization ID: USGS-CA Organization Name: USGS California Water Science Center Monitor Location: 005S009W09M001 S 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 152 ENE CA WELLS CADDW0000006155 1/2-1 Mile Higher Well ID: 3010046-009 Well Type: MUNICIPAL Source: Department of Health Services Other Name: NEWPORT GAMA PFAS Testing: Not Reported Groundwater Quality Data: hftps://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=DHS&samp_ date=&g lobal_id=&assigned_name=3010046-009&store_n um= GeoTracker Data: Not Reported V153 West CA WELLS CAEDF0000140287 1/2-1 Mile Higher Well ID: T0605934780-MW-6 Well Type: MONITORING Source: EDF Other Name: MW-6 GAMA PFAS Testing: Not Reported Groundwater Quality Data: hftps://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605934780&assig ned_name=M W-6&store_nu m= GeoTracker Data: hftps://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResuIts&globaI_id=TO605934780&assi gned_name=M W-6 TC6651002.2s Page A-72 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number W1 54 WSW CA WELLS CADWR9000005277 1/2-1 Mile Lower State Well#: 05S09W16D001S Station ID: 38724 Well Name: Not Reported Basin Name: Coastal Plain Of Orange County Well Use: Unknown Well Type: Unknown Well Depth: 0 Well Completion Rpt#: Not Reported V155 West CA WELLS CAEDF0000016566 1/2-1 Mile Higher Well ID: T0605953807-MW-1 Well Type: MONITORING Source: EDF Other Name: MW-1 GAMA PFAS Testing: Not Reported Groundwater Quality Data: hftps://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605953807&assig ned_name=M W-1&store_nu m= GeoTracker Data: hftps://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605953807&assi gned_name=MW-1 V156 West CA WELLS CAEDF0000034137 1/2-1 Mile Higher Well ID: T0605953807-MW-2 Well Type: MONITORING Source: EDF Other Name: MW-2 GAMA PFAS Testing: Not Reported Groundwater Quality Data: hftps://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605953807&assig ned_name=M W-2&store_nu m= GeoTracker Data: hftps://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605953807&assi gned_name=M W-2 W157 WSW CA WELLS CADWR0000029518 1/2-1 Mile Lower Well ID: 05S09W16D001S Well Type: UNK Source: Department of Water Resources Other Name: 05S09W16D001S GAMA PFAS Testing: Not Reported Groundwater Quality Data: hftps://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=DWR&samp_ date=&global_id=&assigned_name=05S09W16D001 S&store_num= GeoTracker Data: Not Reported TC6651002.2s Page A-73 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number 158 Site ID: 083001069T West Groundwater Flow: Not Reported AQUIFLOW 51977 1/2-1 Mile Shallow Water Depth: Not Reported Higher Deep Water Depth: Not Reported Average Water Depth: 90 ft Date: 07/05/1989 V159 West CA WELLS CAEDF0000108271 1/2-1 Mile Higher Well ID: T0605953807-MW-4 Well Type: MONITORING Source: EDF Other Name: MW-4 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605953807&assig ned_name=M W-4&store_nu m= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605953807&assi gned_name=M W-4 V160 West CA WELLS CAEDF0000034265 1/2-1 Mile Higher Well ID: T0605953807-MW-3 Well Type: MONITORING Source: EDF Other Name: MW-3 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605953807&assig ned_name=M W-3&store_nu m= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605953807&assi gned_name=M W-3 X161 NNW CA WELLS CAEDF0000086506 1/2-1 Mile Higher Well ID: T0605902059-GW-19 Well Type: MONITORING Source: EDF Other Name: GW-19 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605902059&assig ned_name=GW-19&store_n um= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605902059&assi gned_name=GW-19 TC6651002.2s Page A-74 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number X162 NNW CA WELLS CAEDF0000013675 1/2-1 Mile Higher Well ID: T0605902059-GW-17 Well Type: MONITORING Source: EDF Other Name: GW-17 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605902059&assig ned_name=GW-17&store_n um= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605902059&assi gned_name=GW-17 X163 NNW CA WELLS CAEDF0000080068 1/2-1 Mile Higher Well ID: T0605902059-GW-18 Well Type: MONITORING Source: EDF Other Name: GW-18 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605902059&assig ned_name=GW-18&store_n um= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605902059&assi gned_name=GW-18 X164 NNW CA WELLS CAEDF0000021040 1/2-1 Mile Higher Well ID: T0605902059-GW-16 Well Type: MONITORING Source: EDF Other Name: GW-16 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605902059&assig ned_name=GW-16&store_n um= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605902059&assi gned_name=GW-16 X165 NNW CA WELLS CAEDF0000059727 1/2-1 Mile Higher Well ID: T0605902059-GW-1R Well Type: MONITORING Source: EDF Other Name: GW-1 R GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&global_id=T0605902059&assigned_name=GW-1 R&store_num= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605902059&assi gned_name=GW-1 R TC6651002.2s Page A-75 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number X166 NNW CA WELLS CAEDF0000008841 1/2-1 Mile Higher Well ID: T0605902059-GW-9 Well Type: MONITORING Source: EDF Other Name: GW-9 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605902059&assig ned_name=G W-9&store_nu m= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605902059&assi gned_name=GW-9 X167 NNW CA WELLS CAEDF0000014167 1/2-1 Mile Higher Well ID: T0605902059-GW-8 Well Type: MONITORING Source: EDF Other Name: GW-8 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605902059&assig ned_name=G W-8&store_nu m= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605902059&assi gned_name=GW-8 Y168 Site ID: 083001980T SSE Groundwater Flow: SW AQUIFLOW 34224 1/2-1 Mile Shallow Water Depth: 32.6' Lower Deep Water Depth: 37.7' Average Water Depth: Not Reported Date: 10/30/1998 X169 NNW CA WELLS CAEDF0000093299 1/2-1 Mile Higher Well ID: T0605902059-GW-12 Well Type: MONITORING Source: EDF Other Name: GW-12 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605902059&assig ned_name=GW-12&store_n um= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605902059&assi gned_name=GW-12 X170 NNW CA WELLS CAEDF0000097888 1/2-1 Mile Higher Well ID: T0605902059-GW-13 Well Type: MONITORING Source: EDF Other Name: GW-13 TC6651002.2s Page A-76 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605902059&assig ned_name=GW-13&store_n um= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605902059&assi gned_name=GW-13 X171 NNW CA WELLS CAEDF0000058640 1/2-1 Mile Higher Well ID: T0605902059-GW-10 Well Type: MONITORING Source: EDF Other Name: GW-10 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605902059&assig ned_name=GW-10&store_n um= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605902059&assi gned_name=GW-10 X172 NNW CA WELLS CAEDF0000013580 1/2-1 Mile Higher Well ID: T0605902059-GW-1 RB Well Type: MONITORING Source: EDF Other Name: GW-1 RB GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&global_id=T0605902059&assigned_name=GW-1 RB&store_num= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605902059&assi gned_name=GW-1 RB X173 NNW CA WELLS CAEDF0000125188 1/2-1 Mile Higher Well ID: T0605902059-GW-2RB Well Type: MONITORING Source: EDF Other Name: GW-2RB GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605902059&assig ned_name=G W-2 RB&store_n um= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605902059&assi gned_name=GW-2RB X174 NNW CA WELLS CAEDF0000061947 1/2-1 Mile Higher Well ID: T0605902059-GW-2R Well Type: MONITORING Source: EDF Other Name: GW-2R GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605902059&assig ned_name=G W-2 R&store_nu m= TC6651002.2s Page A-77 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605902059&assi gned_name=GW-2R X175 NNW CA WELLS CAEDF0000012506 1/2-1 Mile Higher Well ID: T0605902059-GW-4 Well Type: MONITORING Source: EDF Other Name: GW-4 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605902059&assig ned_name=G W-4&store_nu m= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605902059&assi gned_name=GW-4 Z176 SSW CA WELLS CAEDF0000070040 1/2-1 Mile Lower Well ID: T0605900512-MW-11 Well Type: MONITORING Source: EDF Other Name: MW-11 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605900512&assig ned_name=M W-11&store_n um= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605900512&assi gned_name=MW-11 X177 NNW CA WELLS CAEDF0000011144 1/2-1 Mile Higher Well ID: T0605902059-GW-3R Well Type: MONITORING Source: EDF Other Name: GW-3R GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605902059&assig ned_name=G W-3 R&store_nu m= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605902059&assi gned_name=GW-3R X178 NNW CA WELLS CAEDF0000072190 1/2-1 Mile Higher Well ID: T0605902059-GW-11 Well Type: MONITORING Source: EDF Other Name: GW-11 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605902059&assig ned_name=GW-11&store_n um= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605902059&assi gned_name=GW-11 TC6651002.2s Page A-78 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number Z179 SSW CA WELLS CAEDF0000065392 1/2-1 Mile Lower Well ID: T0605900512-W-4 Well Type: MONITORING Source: EDF Other Name: W-4 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&global_id=T0605900512&assigned_name=W-4&store num= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605900512&assi gned_name=W-4 X180 NNW CA WELLS CAEDF0000016684 1/2-1 Mile Higher Well ID: T0605902059-GW-14 Well Type: MONITORING Source: EDF Other Name: GW-14 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605902059&assig ned_name=GW-14&store_n um= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605902059&assi gned_name=GW-14 X181 NNW CA WELLS CAEDF0000103160 1/2-1 Mile Higher Well ID: T0605902059-GW-7 Well Type: MONITORING Source: EDF Other Name: GW-7 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605902059&assig ned_name=G W-7&store_nu m= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605902059&assi gned_name=GW-7 Z182 SSW CA WELLS CAEDF0000016909 1/2-1 Mile Lower Well ID: T0605900512-W-1 Well Type: MONITORING Source: EDF Other Name: W-1 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&global_id=T0605900512&assigned_name=W-1&store num= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605900512&assi gned_name=W-1 TC6651002.2s Page A-79 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number X183 NNW CA WELLS CAEDF0000047342 1/2-1 Mile Higher Well ID: T0605902059-GW-15 Well Type: MONITORING Source: EDF Other Name: GW-15 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605902059&assig ned_name=GW-15&store_n um= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605902059&assi gned_name=GW-15 AA184 SSE CA WELLS CAEDF0000093692 1/2-1 Mile Lower Well ID: T0605901481-BC-19 Well Type: MONITORING Source: EDF Other Name: BC-19 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&global_id=T0605901481&assigned_name=BC-19&store_num= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605901481&assi gned_name=BC-19 Z185 SSW CA WELLS CAEDF0000078564 1/2-1 Mile Lower Well ID: T0605900512-W-3 Well Type: MONITORING Source: EDF Other Name: W-3 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&global_id=T0605900512&assigned_name=W-3&store num= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605900512&assi gned_name=W-3 X186 NNW CA WELLS CAEDF0000137772 1/2-1 Mile Higher Well ID: T0605902059-GW-5 Well Type: MONITORING Source: EDF Other Name: GW-5 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605902059&assig ned_name=G W-5&store_nu m= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605902059&assi gned_name=GW-5 TC6651002.2s Page A-80 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number Z187 SSW CA WELLS CAEDF0000015511 1/2-1 Mile Lower Well ID: T0605900512-W-5 Well Type: MONITORING Source: EDF Other Name: W-5 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&global_id=T0605900512&assigned_name=W-5&store num= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605900512&assi gned_name=W-5 Z188 SSW CA WELLS CAEDF0000016334 1/2-1 Mile Lower Well ID: T0605900369-13-22 Well Type: MONITORING Source: EDF Other Name: B-22 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605900369&assig ned_name=B-22&store_n um= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605900369&assi gned_name=B-22 X189 NNW CA WELLS CAEDF0000125522 1/2-1 Mile Higher Well ID: T0605902059-GW-6 Well Type: MONITORING Source: EDF Other Name: GW-6 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605902059&assig ned_name=G W-6&store_nu m= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605902059&assi gned_name=GW-6 Z190 SSW CA WELLS CAEDF0000139133 1/2-1 Mile Lower Well ID: T0605900512-W-2 Well Type: MONITORING Source: EDF Other Name: W-2 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&global_id=T0605900512&assigned_name=W-2&store num= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605900512&assi gned_name=W-2 TC6651002.2s Page A-81 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number 2191 SSW CA WELLS CAEDF0000093922 1/2-1 Mile Lower Well ID: T0605900369-13-23 Well Type: MONITORING Source: EDF Other Name: B-23 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605900369&assig ned_name=B-23&store_n um= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605900369&assi gned_name=B-23 Z192 SSW CA WELLS CAEDF0000015987 1/2-1 Mile Lower Well ID: T0605900369-13-7 Well Type: MONITORING Source: EDF Other Name: B-7 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605900369&assig ned_name=B-7&store_nu m= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605900369&assi gned_name=B-7 Z193 SSW CA WELLS CAEDF0000080559 1/2-1 Mile Lower Well ID: T0605900369-13-24 Well Type: MONITORING Source: EDF Other Name: B-24 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605900369&assig ned_name=B-24&store_n um= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605900369&assi gned_name=B-24 Z194 SSW CA WELLS CAEDF0000121867 1/2-1 Mile Lower Well ID: T0605900369-13-25 Well Type: MONITORING Source: EDF Other Name: B-25 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605900369&assig ned_name=B-25&store_n um= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605900369&assi gned_name=B-25 TC6651002.2s Page A-82 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number 2195 SSW CA WELLS CAEDF0000070671 1/2-11 Mile Lower Well ID: T0605900512-W-6 Well Type: MONITORING Source: EDF Other Name: W-6 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&global_id=T0605900512&assigned_name=W-6&store num= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605900512&assi gned_name=W-6 Y196 SSE CA WELLS CAEDF0000010972 1/2-1 Mile Lower Well ID: T0605901481-BC-10 Well Type: MONITORING Source: EDF Other Name: BC-10 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&global_id=T0605901481&assigned_name=BC-10&store_num= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605901481&assi gned_name=BC-10 Y197 SSE CA WELLS CAEDF0000064798 1/2-1 Mile Lower Well ID: T0605901481-BC-8 Well Type: MONITORING Source: EDF Other Name: BC-8 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&global_id=T0605901481&assigned_name=BC-8&store num= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605901481&assi gned_name=BC-8 Z198 SSW CA WELLS CAEDF0000097714 1/2-1 Mile Lower Well ID: T0605900369-13-6 Well Type: MONITORING Source: EDF Other Name: B-6 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605900369&assig ned_name=B-6&store_nu m= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605900369&assi gned_name=B-6 TC6651002.2s Page A-83 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number Z199 SSW CA WELLS CAEDF0000138181 1/2-1 Mile Lower Well ID: T0605900512-MW-10 Well Type: MONITORING Source: EDF Other Name: MW-10 GAMA PFAS Testing: Not Reported Groundwater Quality Data: hftps://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605900512&assig ned_name=M W-10&store_n um= GeoTracker Data: hftps://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605900512&assi gned_name=MW-10 AB200 South FED USGS USGS40000137620 1/2-1 Mile Lower Organization ID: USGS-CA Organization Name: USGS California Water Science Center Monitor Location: 005S009W16Q002S 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 Y201 SSE CA WELLS CAEDF0000140495 1/2-1 Mile Lower Well ID: T0605901481-BC-11 Well Type: MONITORING Source: EDF Other Name: BC-11 GAMA PFAS Testing: Not Reported Groundwater Quality Data: hftps://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&global_id=T0605901481&assigned_name=BC-11&store_num= GeoTracker Data: hftps://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605901481&assi gned_name=BC-11 AB202 South CA WELLS CAUSGSN00004061 1/2-1 Mile Lower Well ID: USGS-334405117492101 Well Type: UNK Source: United States Geological Survey Other Name: USGS-334405117492101 GAMA PFAS Testing: Not Reported Groundwater Quality Data: hftps://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=USGSNEW&s amp_date=&global_id=&assig ned_name=U SGS-334405117492101&store_nu m= GeoTracker Data: Not Reported TC6651002.2s Page A-84 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number 2203 SSW CA WELLS CAEDF0000065543 1/2-1 Mile Lower Well ID: T0605900369-B-15 Well Type: MONITORING Source: EDF Other Name: B-15 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605900369&assig ned_name=B-15&store_n um= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605900369&assi gned_name=B-15 2204 SSW CA WELLS CAEDF0000084236 1/2-1 Mile Lower Well ID: T0605900512-MW-9 Well Type: MONITORING Source: EDF Other Name: MW-9 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605900512&assig ned_name=M W-9&store_nu m= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605900512&assi gned_name=M W-9 2205 SSW CA WELLS CAEDF0000101427 1/2-1 Mile Lower Well ID: T0605900369-13-4 Well Type: MONITORING Source: EDF Other Name: B-4 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605900369&assig ned_name=B-4&store_nu m= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605900369&assi gned_name=B-4 2206 SSW CA WELLS CAEDF0000020124 1/2-1 Mile Lower Well ID: T0605900369-13-2 Well Type: MONITORING Source: EDF Other Name: B-2 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605900369&assig ned_name=B-2&store_nu m= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605900369&assi gned_name=B-2 TC6651002.2s Page A-85 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number 2207 SSW CA WELLS CAEDF0000086412 1/2-1 Mile Lower Well ID: T0605900369-13-1 Well Type: MONITORING Source: EDF Other Name: B-1 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&global_id=T0605900369&assigned_name=B-1&store_num= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605900369&assi gned_name=B-1 2208 SSW CA WELLS CAEDF0000031818 1/2-1 Mile Lower Well ID: T0605900369-B-18 Well Type: MONITORING Source: EDF Other Name: B-18 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605900369&assig ned_name=B-18&store_n um= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605900369&assi gned_name=B-18 2209 SSW CA WELLS CAEDF0000121391 1/2-1 Mile Lower Well ID: T0605900369-13-26 Well Type: MONITORING Source: EDF Other Name: B-26 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605900369&assig ned_name=B-26&store_n um= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605900369&assi gned_name=B-26 2210 SSW CA WELLS CAEDF0000006566 1/2-1 Mile Lower Well ID: T0605900369-13-3 Well Type: MONITORING Source: EDF Other Name: B-3 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605900369&assig ned_name=B-3&store_nu m= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605900369&assi gned_name=B-3 TC6651002.2s Page A-86 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number AB211 South CA WELLS CADWR0000035372 1/2-1 Mile Lower Well ID: 05S09W16Q002S Well Type: UNK Source: Department of Water Resources Other Name: 05S09W16Q002S GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=DWR&samp_ date=&global_id=&assigned_name=05S09W 16Q002S&store_num= GeoTracker Data: Not Reported 2212 Site ID: 083000459T SSW Groundwater Flow: NW AQUIFLOW 34226 1/2-1 Mile Shallow Water Depth: Not Reported Lower Deep Water Depth: Not Reported Average Water Depth: 45' Date: 07/07/1995 Y213 SSE CA WELLS CAEDF0000110826 1/2-1 Mile Lower Well ID: T0605901481-BC-2 Well Type: MONITORING Source: EDF Other Name: BC-2 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&global_id=T0605901481&assigned_name=BC-2&store num= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605901481&assi gned_name=BC-2 Y214 SSE CA WELLS CAEDF0000136934 1/2-1 Mile Lower Well ID: T0605901481-BC-6 Well Type: MONITORING Source: EDF Other Name: BC-6 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&global_id=T0605901481&assigned_name=BC-6&store num= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&global_id=T0605901481&assi gned_name=BC-6 2215 SSW CA WELLS CAEDF0000087036 1/2-1 Mile Lower Well ID: T0605900369-B-5 Well Type: MONITORING Source: EDF Other Name: B-5 GAMA PFAS Testing: Not Reported TC6651002.2s Page A-87 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Groundwater Quality Data: hftps://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605900369&assig ned_name=B-5&store_nu m= GeoTracker Data: hftps://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605900369&assi gned_name=B-5 2216 SSW CA WELLS CAEDF0000096257 1/2-1 Mile Lower Well ID: T0605900369-B-16 Well Type: MONITORING Source: EDF Other Name: B-16 GAMA PFAS Testing: Not Reported Groundwater Quality Data: hftps://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605900369&assig ned_name=B-16&store_n um= GeoTracker Data: hftps://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605900369&assi gned_name=B-16 2217 SSW CA WELLS CAEDF0000036897 1/2-1 Mile Lower Well ID: T0605900369-B-21 Well Type: MONITORING Source: EDF Other Name: B-21 GAMA PFAS Testing: Not Reported Groundwater Quality Data: hftps://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605900369&assig ned_name=B-21&store_n um= GeoTracker Data: hftps://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605900369&assi gned_name=B-21 AB218 South CA WELLS CADWR9000005240 1/2-1 Mile Lower State Well#: 05S09W16Q002S Station ID: 5792 Well Name: Not Reported Basin Name: Coastal Plain Of Orange County Well Use: Unknown Well Type: Unknown Well Depth: 0 Well Completion Rpt#: Not Reported AA219 SSE CA WELLS CAEDF0000114355 1/2-1 Mile Lower Well ID: T0605901481-BC-1 Well Type: MONITORING Source: EDF Other Name: BC-1 GAMA PFAS Testing: Not Reported Groundwater Quality Data: hftps://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&global_id=T0605901481&assigned_name=BC-1&store num= GeoTracker Data: hftps://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605901481&assi gned_name=BC-1 TC6651002.2s Page A-88 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number AB220 South CA WELLS CADDW0000018310 1/2-1 Mile Lower Well ID: 3010092-066 Well Type: MUNICIPAL Source: Department of Health Services Other Name: WELL 21 GAMA PFAS Testing: Not Reported Groundwater Quality Data: hftps://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=DHS&samp_ date=&g lobal_id=&assigned_name=3010092-066&store_n um= GeoTracker Data: Not Reported AA221 SSE CA WELLS CAEDF0000020815 1/2-1 Mile Lower Well ID: T0605904805-MW-1 Well Type: MONITORING Source: EDF Other Name: MW-1 GAMA PFAS Testing: Not Reported Groundwater Quality Data: hftps://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605904805&assig ned_name=M W-1&store_nu m= GeoTracker Data: hftps://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605904805&assi gned_name=MW-1 2222 SSW CA WELLS CAEDF0000019972 1/2-1 Mile Lower Well ID: T0605900369-B-19 Well Type: MONITORING Source: EDF Other Name: B-19 GAMA PFAS Testing: Not Reported Groundwater Quality Data: hftps://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605900369&assig ned_name=B-19&store_n um= GeoTracker Data: hftps://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605900369&assi gned_name=B-19 2223 SSW CA WELLS CAEDF0000075931 1/2-1 Mile Lower Well ID: T0605900369-B-17 Well Type: MONITORING Source: EDF Other Name: B-17 GAMA PFAS Testing: Not Reported Groundwater Quality Data: hftps://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605900369&assig ned_name=B-17&store_n um= GeoTracker Data: hftps://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605900369&assi gned_name=B-17 TC6651002.2s Page A-89 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number AB224 SSW CA WELLS CADWR9000005241 1/2-1 Mile Lower State Well#: 05S09W16Q005S Station ID: 5794 Well Name: Not Reported Basin Name: Coastal Plain Of Orange County Well Use: Unknown Well Type: Unknown Well Depth: 0 Well Completion Rpt#: Not Reported AC225 SSE CA WELLS CAEDF0000073172 1/2-1 Mile Lower Well ID: T0605934888-MW-7 Well Type: MONITORING Source: EDF Other Name: MW-7 GAMA PFAS Testing: Not Reported Groundwater Quality Data: hftps://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605934888&assig ned_name=M W-7&store_nu m= GeoTracker Data: hftps://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605934888&assi gned_name=M W-7 AA226 SSE CA WELLS CAEDF0000032562 1/2-1 Mile Lower Well ID: T0605904805-MW-5 Well Type: MONITORING Source: EDF Other Name: MW-5 GAMA PFAS Testing: Not Reported Groundwater Quality Data: hftps://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605904805&assig ned_name=M W-5&store_nu m= GeoTracker Data: hftps://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605904805&assi gned_name=M W-5 AA227 Site ID: 083000982T SSE Groundwater Flow: S AQUIFLOW 52032 1/2-1 Mile Shallow Water Depth: Not Reported Lower Deep Water Depth: Not Reported Average Water Depth: 35.85 Date: 04/15/1999 AA228 SSE CA WELLS CAEDF0000091587 1/2-1 Mile Lower Well ID: T0605904805-MW-8 Well Type: MONITORING Source: EDF Other Name: MW-8 GAMA PFAS Testing: Not Reported Groundwater Quality Data: hftps://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605904805&assig ned_name=M W-8&store_nu m= TC6651002.2s Page A-90 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605904805&assi gned_name=M W-8 AA229 SSE CA WELLS CAEDF0000093354 1/2-1 Mile Lower Well ID: T0605904805-MW-4 Well Type: MONITORING Source: EDF Other Name: MW-4 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605904805&assig ned_name=M W-4&store_nu m= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605904805&assi gned_name=M W-4 Y230 SSE CA WELLS CAEDF0000072502 1/2-1 Mile Lower Well ID: T0605901481-BC-14 Well Type: MONITORING Source: EDF Other Name: BC-14 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&global_id=T0605901481&assigned_name=BC-14&store_num= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605901481&assi gned_name=BC-14 Y231 SSE CA WELLS CAEDF0000116096 1/2-1 Mile Lower Well ID: T0605901481-BC-3 Well Type: MONITORING Source: EDF Other Name: BC-3 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&global_id=T0605901481&assigned_name=BC-3&store num= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605901481&assi gned_name=BC-3 AA232 SSE CA WELLS CAEDF0000000594 1/2-1 Mile Lower Well ID: T0605904805-MW-6 Well Type: MONITORING Source: EDF Other Name: MW-6 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605904805&assig ned_name=M W-6&store_nu m= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605904805&assi gned_name=M W-6 TC6651002.2s Page A-91 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number AB233 South CA WELLS 6135 1/2-1 Mile Lower Seq: 6135 Prim sta c: 05S/09W-16Q05 S Frds no: 3010092012 County: 30 District: 08 User id: TEE System no: 3010092 Water type: G Source nam: WELL 21 -INACTIVE Station ty: WELL/AMBNT/MUN/INTAKE Latitude: 334403.8 Longitude: 1174921.3 Precision: Not Reported Status: IU Comment 1: TOTAL DEPTH 990';PERFORATED INTERVAL 290-970'BGS;DATE DRILLED 04/29 Comment 2: /92;LOCATED 600' E OF NEWPORT AVE.,60'N OF MITCHELL AVE. Comment 3: Not Reported Comment 4: Not Reported Comment 5: Not Reported Comment 6: Not Reported Comment 7: Not Reported System no: 3010092 System nam: Irvine Ranch Water District Hqname: Not Reported Address: P.O.BOX 57000 City: IRVINE State: CA Zip: 92716 Zip ext: Not Reported Pop serv: 135000 Connection: 50321 Area serve: IRVINE AA234 SSE CA WELLS CAEDF0000124768 1/2-1 Mile Lower Well ID: T0605904805-MW-2 Well Type: MONITORING Source: EDF Other Name: MW-2 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605904805&assig ned_name=M W-2&store_nu m= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605904805&assi gned_name=M W-2 AA235 SSE CA WELLS CAEDF0000111451 1/2-1 Mile Lower Well ID: T0605901481-BC-9 Well Type: MONITORING Source: EDF Other Name: BC-9 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&global_id=T0605901481&assigned_name=BC-9&store num= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605901481&assi gned_name=BC-9 TC6651002.2s Page A-92 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number AA236 SSE CA WELLS CAEDF0000060380 1/2-1 Mile Lower Well ID: T0605901481-BC-15 Well Type: MONITORING Source: EDF Other Name: BC-15 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&global_id=T0605901481&assigned_name=BC-15&store_num= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605901481&assi gned_name=BC-15 AA237 SSE CA WELLS CAEDF0000140569 1/2-1 Mile Lower Well ID: T0605901481-BC-18 Well Type: MONITORING Source: EDF Other Name: BC-18 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&global_id=T0605901481&assigned_name=BC-18&store_num= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605901481&assi gned_name=BC-18 AC238 SSE CA WELLS CAEDF000000O049 1/2-1 Mile Lower Well ID: T0605934888-VW-06D Well Type: MONITORING Source: EDF Other Name: VW-06D GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605934888&assig ned_name=VW-06D&store_nu m= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605934888&assi gned_name=VW-06D AC239 SSE CA WELLS CAEDF0000142942 1/2-1 Mile Lower Well ID: T0605934888-MW-2 Well Type: MONITORING Source: EDF Other Name: MW-2 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605934888&assig ned_name=M W-2&store_nu m= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605934888&assi gned_name=M W-2 TC6651002.2s Page A-93 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number AC240 SSE CA WELLS CAEDF0000014601 1/2-1 Mile Lower Well ID: T0605934888-VW-05D Well Type: MONITORING Source: EDF Other Name: VW-05D GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605934888&assig ned_name=VW-05D&store_nu m= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605934888&assi gned_name=VW-05D AC241 SSE CA WELLS CAEDF0000102650 1/2-1 Mile Lower Well ID: T0605934888-MW-6 Well Type: MONITORING Source: EDF Other Name: MW-6 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605934888&assig ned_name=M W-6&store_nu m= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605934888&assi gned_name=M W-6 AC242 Site ID: 083000356T SSE Groundwater Flow: Not Reported AQUIFLOW 65093 1/2-1 Mile Shallow Water Depth: 39.08 Lower Deep Water Depth: 50.92 Average Water Depth: Not Reported Date: 04/30/1995 AC243 SSE CA WELLS CAEDF0000016618 1/2-1 Mile Lower Well ID: T0605904805-MW-7 Well Type: MONITORING Source: EDF Other Name: MW-7 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605904805&assig ned_name=M W-7&store_nu m= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605904805&assi gned_name=M W-7 AC244 SSE CA WELLS CAEDF0000081000 1/2-1 Mile Lower Well ID: T0605934888-MW-3 Well Type: MONITORING Source: EDF Other Name: MW-3 TC6651002.2s Page A-94 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605934888&assig ned_name=M W-3&store_nu m= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605934888&assi gned_name=M W-3 AA245 SSE CA WELLS CAEDF0000135106 1/2-1 Mile Lower Well ID: T0605904805-MW-3 Well Type: MONITORING Source: EDF Other Name: MW-3 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605904805&assig ned_name=M W-3&store_nu m= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605904805&assi gned_name=M W-3 AD246 SSE CA WELLS CAEDF0000084195 1/2-1 Mile Lower Well ID: T0605901481-BC-4 Well Type: MONITORING Source: EDF Other Name: BC-4 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&global_id=T0605901481&assigned_name=BC-4&store num= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605901481&assi gned_name=BC-4 AD247 SSE CA WELLS CAEDF0000134814 1/2-1 Mile Lower Well ID: T0605901481-BC-12 Well Type: MONITORING Source: EDF Other Name: BC-12 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&global_id=T0605901481&assigned_name=IBC-12&store_num= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605901481&assi gned_name=BC-12 AC248 SSE CA WELLS CAEDF000000O185 1/2-1 Mile Lower Well ID: T0605934888-MW-1 Well Type: MONITORING Source: EDF Other Name: MW-1 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605934888&assig ned_name=M W-1&store_nu m= TC6651002.2s Page A-95 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605934888&assi gned_name=MW-1 AA249 SSE CA WELLS CAEDF0000091127 1/2-1 Mile Lower Well ID: T0605901481-BC-16 Well Type: MONITORING Source: EDF Other Name: BC-16 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&global_id=T0605901481&assigned_name=BC-16&store_num= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605901481&assi gned_name=BC-16 AD250 SSE CA WELLS CAEDF0000097637 1/2-1 Mile Lower Well ID: T0605901481-BC-7 Well Type: MONITORING Source: EDF Other Name: BC-7 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&global_id=T0605901481&assigned_name=BC-7&store num= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605901481&assi gned_name=BC-7 AC251 SSE CA WELLS CAEDF0000108953 1/2-1 Mile Lower Well ID: T0605934888-VW-04D Well Type: MONITORING Source: EDF Other Name: VW-04D GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605934888&assig ned_name=VW-04D&store_nu m= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605934888&assi gned_name=VW-04D AC252 SSE CA WELLS CAEDF0000093731 1/2-1 Mile Lower Well ID: T0605934888-MW-15 Well Type: MONITORING Source: EDF Other Name: MW-15 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605934888&assig ned_name=M W-15&store_n um= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605934888&assi gned_name=MW-15 TC6651002.2s Page A-96 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number AC253 SSE CA WELLS CAEDF0000086439 1/2-1 Mile Lower Well ID: T0605934888-MW-14 Well Type: MONITORING Source: EDF Other Name: MW-14 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605934888&assig ned_name=M W-14&store_n um= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605934888&assi gned_name=MW-14 AC254 SSE CA WELLS CAEDF0000054138 1/2-1 Mile Lower Well ID: T0605934888-VW-01D Well Type: MONITORING Source: EDF Other Name: VW-01 D GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&global_id=T0605934888&assigned_name=VW-01 D&store_num= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605934888&assi gned_name=VW-01 D AC255 SSE CA WELLS CAEDF0000070062 1/2-1 Mile Lower Well ID: T0605934888-MW-4 Well Type: MONITORING Source: EDF Other Name: MW-4 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605934888&assig ned_name=M W-4&store_nu m= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605934888&assi gned_name=M W-4 AC256 SSE CA WELLS CAEDF0000039608 1/2-1 Mile Lower Well ID: T0605901481-BC-17 Well Type: MONITORING Source: EDF Other Name: BC-17 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&global_id=T0605901481&assigned_name=BC-17&store_num= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605901481&assi gned_name=BC-17 TC6651002.2s Page A-97 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number AC257 SSE CA WELLS CAEDF0000093742 1/2-1 Mile Lower Well ID: T0605934888-MW-11 Well Type: MONITORING Source: EDF Other Name: MW-11 GAMA PFAS Testing: Not Reported Groundwater Quality Data: hftps://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605934888&assig ned_name=M W-11&store_n um= GeoTracker Data: hftps://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605934888&assi gned_name=MW-11 AC258 SSE CA WELLS CAEDF0000043274 1/2-1 Mile Lower Well ID: T0605934888-RW-1 Well Type: MONITORING Source: EDF Other Name: RW-1 GAMA PFAS Testing: Not Reported Groundwater Quality Data: hftps://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&global_id=T0605934888&assigned_name=RW-1&store_num= GeoTracker Data: hftps://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605934888&assi gned_name=RW-1 AC259 Site ID: 083000099T SSE Groundwater Flow: NW AQUIFLOW 37918 1/2-1 Mile Shallow Water Depth: 44.65 Lower Deep Water Depth: 53.04 Average Water Depth: Not Reported Date: 06/30/1993 AC260 Site ID: 083000099T SSE Groundwater Flow: NW AQUIFLOW 37919 1/2-1 Mile Shallow Water Depth: 44.65 Lower Deep Water Depth: 53.04 Average Water Depth: Not Reported Date: 06/30/1993 261 NE CA WELLS CADWR0000003170 1/2-1 Mile Higher Well ID: 05S09W10C001S Well Type: UNK Source: Department of Water Resources Other Name: 05S09W10C001S GAMA PFAS Testing: Not Reported Groundwater Quality Data: hftps://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=DWR&samp_ date=&global_id=&assigned_name=05S09W100001 S&store_num= GeoTracker Data: Not Reported TC6651002.2s Page A-98 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number AC262 SSE CA WELLS CAEDF0000121196 1/2-1 Mile Lower Well ID: T0605934888-MW-9 Well Type: MONITORING Source: EDF Other Name: MW-9 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605934888&assig ned_name=M W-9&store_nu m= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605934888&assi gned_name=M W-9 AC263 SSE CA WELLS CAEDF0000119633 1/2-1 Mile Lower Well ID: T0605934888-VW-03D Well Type: MONITORING Source: EDF Other Name: VW-03D GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605934888&assig ned_name=VW-03D&store_nu m= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605934888&assi gned_name=VW-03D AC264 SSE CA WELLS CAEDF0000143016 1/2-1 Mile Lower Well ID: T0605934888-MW-5 Well Type: MONITORING Source: EDF Other Name: MW-5 GAMA PFAS Testing: Not Reported Groundwater Quality Data: https://gamagroundwater.waterboards.ca.gov/gama/gamamap/public/GamaDataDisplay.asp?dataset=EDF&samp_ date=&g lobal_id=T0605934888&assig ned_name=M W-5&store_nu m= GeoTracker Data: https://geotracker.waterboards.ca.gov/profile_report.asp?cmd=MWEDFResults&globaI_id=TO605934888&assi gned_name=M W-5 1G Site ID: 083002199T East Groundwater Flow: SW AQUIFLOW 37914 1/2-1 Mile Shallow Water Depth: 112 Lower Deep Water Depth: 126 Average Water Depth: Not Reported Date: 11/09/1992 2G Site ID: 083002544T West Groundwater Flow: NW AQUIFLOW 52033 1/2-1 Mile Shallow Water Depth: 81.95 Lower Deep Water Depth: 91.95 Average Water Depth: Not Reported Date: 03/19/1996 TC6651002.2s Page A-99 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number 3G Site ID: 083001069T West Groundwater Flow: Not Reported AQUIFLOW 51977 1/2-1 Mile Shallow Water Depth: Not Reported Lower Deep Water Depth: Not Reported Average Water Depth: 90 ft Date: 07/05/1989 4G Site ID: 083001807T ESE Groundwater Flow: Not Reported AQUIFLOW 68198 1/4-1/2 Mile Shallow Water Depth: 54.21 Lower Deep Water Depth: 54.4 Average Water Depth: Not Reported Date: 06/30/1999 5G Site ID: 083001385T South Groundwater Flow: Not Reported AQUIFLOW 67258 1/2-1 Mile Shallow Water Depth: Not Reported Lower Deep Water Depth: Not Reported Average Water Depth: 70 Date: 10/30/1992 6G Site ID: 083000716T South Groundwater Flow: E AQUIFLOW 65081 1/2-1 Mile Shallow Water Depth: 56.45 Lower Deep Water Depth: 63.5 Average Water Depth: Not Reported Date: 09/13/1990 7G Site ID: 083001980T SSE Groundwater Flow: SW AQUIFLOW 34224 1/2-1 Mile Shallow Water Depth: 32.6' Lower Deep Water Depth: 37.7' Average Water Depth: Not Reported Date: 10/30/1998 8G Site ID: 083000982T SSE Groundwater Flow: S AQUIFLOW 52032 1/2-1 Mile Shallow Water Depth: Not Reported Lower Deep Water Depth: Not Reported Average Water Depth: 35.85 Date: 04/15/1999 9G Site ID: 083000459T SSW Groundwater Flow: NW AQUIFLOW 34226 1/2-1 Mile Shallow Water Depth: Not Reported Lower Deep Water Depth: Not Reported Average Water Depth: 45' Date: 07/07/1995 TC6651002.2s Page A-100 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number 10G Site ID: 083000356T SSE Groundwater Flow: Not Reported AQUIFLOW 65093 1/2-1 Mile Shallow Water Depth: 39.08 Lower Deep Water Depth: 50.92 Average Water Depth: Not Reported Date: 04/30/1995 11G Site ID: 083000099T SSE Groundwater Flow: NW AQUIFLOW 37918 1/2-1 Mile Shallow Water Depth: 44.65 Lower Deep Water Depth: 53.04 Average Water Depth: Not Reported Date: 06/30/1993 12G Site ID: 083000099T SSE Groundwater Flow: NW AQUIFLOW 37919 1/2-1 Mile Shallow Water Depth: 44.65 Lower Deep Water Depth: 53.04 Average Water Depth: Not Reported Date: 06/30/1993 TC6651002.2s Page A-101 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 TC6651002.2s Page A-102 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. TC6651002.2s 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. OTHER STATE DATABASE INFORMATION Groundwater Ambient Monitoring&Assessment Program State Water Resources Control Board Telephone:916-341-5577 The GAMA Program is Californias comprehensive groundwater quality monitoring program.GAMA collects data by testing the untreated,raw water in different types of wells for naturally-occurring and man-made chemicals. The GAMA data includes Domestic,Monitoring and Municipal well types from the following sources,Department of Water Resources, Department of Heath Services, EDF,Agricultural Lands,Lawrence Livermore National Laboratory,Department of Pesticide Regulation, United States Geological Survey,Groundwater Ambient Monitoring and Assessment Program and Local Groundwater Projects. 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. California Oil and Gas Well Locations Source:Dept of Conservation,Geologic Energy Management Division 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 TC6651002.2s Page PSGR-2 PHYSICAL SETTING SOURCE RECORDS SEARCHED 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. 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. TC6651002.2s Page PSGR-3 APPENDIX D: QUALIFICATIONS PARTNER PARTNER Heather Hodgetts Senior Scientist Education B.A. in Earth Sciences, University of Southern California Training 40-Hour OSHA-approved Health &Safety Training 8-hour OSHA HAZWOPER Annual Refresher Highlights 20 years in the environmental consulting industry Phase I Environmental Site Assessments Phase II and III Subsurface Investigations Experience Summary As a Senior Scientist for due diligence services within the Investment Advisory Group, Ms. Hodgetts focuses on providing solutions to clients' due diligence and engineering needs and sharing years of expertise with staff and clients. Previously, Ms. Hodgetts was a Senior Environmental Scientist for a Fortune 500 company and was responsible for managing due diligence projects throughout the United States. Ms. Hodgetts has performed hundreds of Phase I Environmental Site Assessments, Third Party Reviews, Due Diligence Audits, and Record Search, Phase II Subsurface Investigations, Underground Storage Tank Investigations, Remedial Investigations, Limited asbestos surveys, Lead-based paint surveys, Radon Studies, and Lead-in-water sampling and analysis. Ms. Hodgetts has worked with various clients including: individual investors, institutional investors, private and institutional equity companies, insurance companies, attorneys, brokers, developers, and multiple lenders. Project Experience Phase I Environmental Site assessments Ms. Hodgetts has performed Phase I Environmental Site Assessments of commercial, residential, and industrial properties including schools, shopping centers, industrial parks, manufacturing facilities, drycleaners and gasoline stations. Subsurface Investigations Conducted soil and groundwater assessments at County of San Diego Department of Public Works Road Stations throughout San Diego County. Activities included field oversight of groundwater monitoring well installation using mud-rotary, air-rotary, and hollow-stem augers; soil and groundwater sampling; receptor surveys; and installed monitoring wells and soil borings. Environmental Regulatory Compliance Assisted in environmental regulatory compliance audit and ownership transfer activities.The audit included coordinating with local agencies to transfer environmental permits for air, wastewater, hazardous waste, and medical waste. 800-419-4923 www.PARTNEResi.com Heather Hodgetts Storage Tank Programs Completed UST Closure Reports, Limited Site Assessments, Soil Assessment Reports, Soil Closure Reports, and Corrective Action Plans for submittal to regulatory agencies for UST sites owned by various industrial and government entities. School District Investigations Worked in-house for San Diego Unified School District (SDUSD) for 15 months completing the environmental due diligence for Proposition MM, a bond measure passed by voters to fund modernization of 165 existing school and construction of 16 new/rebuilt schools. Activities included: conducting Phase I ESAs for proposed school sites, including information relevant to the California Department of Education (CDE) School Site Selection and Approval Guide; submitting Phase I ESAs for EPA Department of Toxic Substances Control review; preparing Public Participations Plans and assisting with public meeting presentations; and submitting site packages to CDE for site approval. In addition to SDUSD, Ms. Hodgetts has also worked on Los Angeles Unified School District, Coronado Unified School District, and Lake Elsinore Unified School District sites. Subsurface Investigations Conducted soil and groundwater assessments at County of San Diego Department of Public Works Road Stations throughout San Diego County. Activities included field oversight of groundwater monitoring well installation using mud-rotary, air-rotary, and hollow-stem augers; soil and groundwater sampling; receptor surveys; and installed monitoring wells and soil borings. Environmental Regulatory Compliance Assisted in environmental regulatory compliance audit and ownership transfer activities.The audit included coordinating with local agencies to transfer environmental permits for air, wastewater, hazardous waste, and medical waste. Cellular Telephone Investigations Performed environmental assessments for cellular telephone antenna installations for a major cellular operator. Tasks included: inspections of numerous buildings, installations, additions, collocations, and vacant land; and asbestos and lead sampling at these facilities throughout southern California. Contact hhodgettsl@partneresi.com 2 , Page PARTNER PARTNER Debbie Stott, P.G. Nevada CEM Technical Director Education BA Geology, The Ohio State University Registrations California Professional Geologist No. 6221 Nevada Certified Environmental Manager No. 2359 Training OSHA, Hazardous Waste Operator(HAZWOPER) 40 hour Certification AHERA Certified Asbestos Inspector Certified Project Manager Highlights Over 25 years of experience in the environmental service industry with a focus on due diligence assessments Knowledgeable with ASTM, EPA's All Appropriate Inquiry(AAI), and customized client formats. 100+ Phase I Environmental Site Assessments Experience Summary As Technical Director for due diligence services as part of the Investment Advisory Group, Ms. Stott focuses on report quality, client service, and sharing her years of expertise with staff and clients. Ms. Stott has performed hundreds of Phase I Environmental Site Assessments, Third Party Reviews, Due Diligence Audits, Record Search and Risk Assessments, Phase II and III Subsurface Investigations, Underground storage tank investigations, Remedial Investigations, Radon Studies, Mold Assessments, Methane Surveys, Indoor Air Quality Assessments, and Lead-in-water sampling and analysis. Clients have varied and have included: individual investors, City of Los Angeles Agencies, Los Angeles County, City of Anaheim, institutional investors, private and institutional equity companies, insurance companies, attorneys, brokers, developers, and multiple lenders. Project Experience Ms. Stott has conducted, managed and directed thousands of ESAs throughout her career and has been Senior Project Manager for hundreds of site investigations, characterization studies and remediation projects throughout California and the US. The following select projects summarize her experience and due diligence background: Transaction Due Diligence Project Manager, Western US and Southern California,LBA Realty. For over 16 years performed due diligence services related to real estate transfers as well as asset refinances for LBA Realty. The relationship requires close coordination and communication with property managers and representatives to provide a smooth process with client and lenders. Services have also included review of third party reports, asbestos surveys, subsurface investigations, and development of soil management plans. Many projects involved multiple locations in several states thus requiring coordination with other offices and client contacts. 800-419-4923 www.PARTNEResi.com Debbie Stott, P.G. Environmental Lead, West Coast, Barings, LLC (Barings). Ms. Stott assists with management and review of environmental due diligence and environmental actions associated with acquisitions, property development, joint venture developments, property divestments and finance group loan transactions. Environmental due diligence includes Phase I ESAs, Phase II ESAs, indoor air quality assessments, mold assessment and mitigation planning, providing third party review, asbestos investigations, asbestos abatement, operation and maintenance plan development, remedial action development and implementation, regulatory correspondence and permitting. Phase 1 ESAs — multiple clients throughout US.. Ms. Stott manages and oversees preparation of Phase I Environmental Site Assessments for several confidential clients. All are completed to ASTM guidelines with various special criteria specific to each client. Subsurface Investigations/Vapor Intrusion Project Manager, Whittier, CA, Confidential Client. Conducted several investigations to evaluate the potential for vapor intrusion associated with contaminated groundwater into client buildings. At one location a horizontal well system was installed to passively vent vapors. Site investigations involved the installation of multiple, multi-depth vapor probes through the property to map the plume and to assist in decision making for potential further investigation. Data collected from both soil vapor and indoor air monitoring was subjected to risk assessment in order to determine if indoor air quality had been negatively impacted and engineering controls needed to protect workers. Client was able to purchase and redevelop portions of the desired parcels for use as parking. Project Manager and Environmental Lead, Berkeley, CA, LBA Realty. Evaluation of potential risks associated with the presence of trichloroethylene (TCE) and breakdown products cis 1,2- dichloroethene (cis 1,2-DCE) and vinyl chloride (VC), and methyl tert butyl ether (MTBE) in groundwater and ambient air at an existing building in Berkeley, CA. Worked with outside counsel to evaluate, summarize, and present the risks and potential risks of continued investment in the property. Remedial systems were installed under DTSC oversight, risk assessment performed and the building remodeled and reused for office space. Municipal/State Contracts Project Manager, ESAs for City of Anaheim widening of Lincoln Avenue. As a subcontractor to the geotechnical consultant, Partner provided Environmental Site Assessments for multiple properties along the project alignment. The parcel uses ranged from car wash, to older office and motel properties, automotive repair, banks, public school,and a church. Partnerfinished the multi-site project on time and within budget. Contact Dstott@partneresi.com 2 , Page PARTNER r Preliminary Water Quality Management Plan (PWQ M P) Project Name: TTM 19224 17802 Irvine Blvd Tustin, California Prepared for: Intracorp SW, LLC 895 Dove Street, Suite 400 Newport Beach, CA 92660 (949) 258-7555 Prepared by: Engineer Ryan J. Bittner Registration No. C 68167 9830 Irvine Center Drive Irvine, CA 92618 (949) 916-3800 Prepared: January 2022 Revised: April 2022 Preliminary Water Quality Management Plan (PWQMP) 17802 Irvine Blvd,Tustin Project Owner's Certification Planning Application No. TBD (If applicable) TBD Grading Permit No. ..................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Tract/Parcel Map and TBD TTM 17802 Building Permit No. Lot(s) No. Address of Project Site and APN APN:401-141-13 (If no address,specify Tract/Parcel Map and Lot Numbers) 401-141-57 This Preliminary Water Quality Management Plan(PWQMP)has been prepared for Intracorp by C&V Consulting, Inc. The PWQMP is intended to comply with the requirements of the County of Orange NPDES Stormwater Program requiring the preparation of the plan and is required by the California Environmental Quality Act(CEQA) to assess the impacts of stormwater quality and propose mitigation as part of entitlement review. The undersigned,while it owns the subject property,is responsible for the implementation of the provisions of this plan,including the ongoing operation and maintenance of all best management practices(BMPs), and will ensure that this plan is amended 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 WQMP. An appropriate number of approved and signed copies of this document shall be available on the subject site in perpetuity. Owner: Emilie Simard Title Company Intracorp SW,LLC Address 895 Dove Street,Suite 400,Newport Beach,CA92660 Email esimard@intracorphomes.com Telephone# 949-724-5923 I understand my responsibility to implement the provisions of this PWQMP including the ongoing operation and maintenance of the best management practices(BMPs) described herein. Owner Signature Date Intracorp SW, LLC Owner's Certification Page i Preliminary Water Quality Management Plan (PWQMP) 17802 Irvine Blvd,Tustin Preparer(Engineer):Ryan J. Bittner Title CEO PE Registration# C 68167 Company C&V Consulting,Inc. Address 9830 Irvine Center Drive,Irvine,CA 92618 Email rbittner@cvc-inc.net Telephone# (949)916-3800 I hereby certify that this Preliminary Water Quality Management Plan is in compliance with, and meets the requirements set forth in,Order No. R8-2009-0030/NPDES No. CAS618030, of the Santa Ana Regional Water Quality Control Board. Preparer Date Signature Place Stamp Here Intracorp SW, LLC Page ii Preliminary Water Quality Management Plan (PWQMP) 17802 Irvine Blvd,Tustin Contents Page No. Section I Permit(s) and Water Quality Conditions of Approval or Issuance...........1 Section II Project Description..................................................................................3 Section III Site Description.......................................................................................9 Section IV Best Management Practices (BMPs)......................................................13 Section V Inspection/Maintenance Responsibility for BMPs.................................25 Section VI BMP Exhibit (Site Plan) .........................................................................27 Section VII Educational Materials............................................................................28 Attachments Attachment A. ........................................................................ TGD Worksheets & Figures AttachmentB.............................................................................................. WQMP Exhibit Attachment C........................................................................... BMP Fact Sheets & Details Attachment D................................................................................TGD Reference Exhibits Attachment E.... ........................................................................2-Year HCOC Calculations Attachment F.... ...............................................................................Educational Materials Attachment G.........................................................Geotechnical &Infiltration Evaluation AttachmentH...............................................................................................City Covenant Intracorp SW, LLC Table of Contents Page iii Preliminary Water Quality Management Plan (PWQMP) 17802 Irvine Blvd,Tustin Section I Permit(s) and Water Quality Conditions of Approval or Issuance Project Infomation Permit/Application No. Grading or Building (If applicable) TBD Permit No. TBD (If applicable) :. ..................................................................................................................................................................................................................................:............................................................................................................................... Address of Project Site (or 17802 Irvine Blvd Tract Map and Lot Tustin, CA Number if no address) and APN APN:401-141-13,401-141-57 .......................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Water Quality Conditions of Approval or Issuance Water Quality Conditions of Approval Conditions of Approval have not been issued at this time.Water Quality or Issuance applied to Conditions of Approval will be provided in the Final WQMP. this project. (Please list verbatim.) Conceptual WQMP Was a Conceptual Water Quality Management Plan No,this report represents a Conceptual WQMP. previously approved for this project? .......................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Watershed-Based Plan Conditions Provide applicable conditions from watershed- N/A based plans including WIHMPs and TMDLS. Intracorp SW, LLC Section i Page 1 Preliminary Water Quality Management Plan (PWQMP) 17802 Irvine Blvd,Tustin Section II Project Description II.1 Project Description Description of Proposed Project All significant redevelopment projects,where significant redevelopment is defined as the addition or replacement of 5,000 or more square feet of impervious surface on an 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 Development Category health and safety. (From Model WQMP, Table 7.11-2; or-3): If the redevelopment results in the addition or replacement of less than 50% of the impervious area on-site and the existing development was not subject to WQMP requirement,the numeric sizing criteria discussed in Section 7.11-2.0 only applies to the addition or replacement area. If addition or replacement accounts for 50 percent or more of the impervious area,the Project WQMP requirements apply to the entire development. ............................................... _ ........................................................................T................................................. Project Area (ft2): 90,213 Number of Dwelling Units: 40 SIC Code: N A .............................................. . ..............................................................r.............................................................. Pervious Impervious ProjectArea :................................r............................ .................................r............................. Area Area (acres or sq ft) Percentage (acres or sq ft) Percentage .................................................. ................................ ............................ ............................................................... Pre-Project Conditions 0.10 ac 5% 1.97 ac 95% ................................................................................................................_.................................:............................. Post-Project Conditions 0.21 ac 10% 1.86 ac 90% ................................................................................................................_............................................................... The existing site includes two occupied office buildings bordered by asphalt parking stalls on the north and south and a drive aisle in between with three driveways on Irvine Blvd and access to the adjacent lot to the west though a drive aisle in the southwest corner of the lot.The site is sparsely vegetated with small landscape pockets along the parking stalls.The existing site is relatively flat with elevations ranging from approximately 139.5 feet to 137.6 feet above mean sea Drainage level.The northeast quadrant(approximately 0.5 acres) slopes from southwest to Patterns/Connections northeast through a gutter that drains to Irvine Blvd. Stormwater then travels east in the existing gutter of Irvine Blvd to an existing catch basin at Fashion Lane located approximately 700 feet east of the site,then continues to a City of Tustin storm drain which outlets at the Orange County Flood Control District (OCFCD) El Moderna-Irvine Channel.The remainder of the site(approximately 1.5 acres) slopes from north to south and east to west to the ultimate low point of the site in the southwest corner. Stormwater flows in an existing parking lot Intracorp SW, LLC Section II Page 2 Preliminary Water Quality Management Plan (PWQMP) 17802 Irvine Blvd,Tustin .............................................. . ............................................................................................................................ gutter within 17772 Irvine Blvd until it drains via an existing driveway in Prospect Avenue. Stormwater continues south in the existing Prospect Avenue gutter to a catch basin at First Street approximately 700 feet south of the site,then continues to a City of Tustin storm drain which also outlets at the OCDCD El Moderna-Irvine Channel. The proposed site will follow similar drainage pattern as the existing and is split between two drainage areas with catch basins in the north and southwest corners. Surface flows will be directed into an area drain system or into onsite curb and gutters which will convey the flow to the underground storm drain system.All flows will be conveyed to an infiltration detention pipe where water will be stored onsite until it can percolate into the ground. During a major storm event when the detention pipe fills to capacity,the stormwater will be directed to match the existing flow pattern.There are two emergency overflow locations. One is in the form of a parkway culvert on Irvine Blvd to the north.The second is through a grate inlet in the southwest corner,into a proposed gutter that will outlet to the existing parking lot gutter in 17772 Irvine Blvd.There is an existing easement for drainage purposes along the southern property line of 17772 Irvine Blvd.that will allow for emergency overflow drainage for the project site. Intracorp SW, LLC Section ii Page 3 Preliminary Water Quality Management Plan (PWQMP) 17802 Irvine Blvd,Tustin .............................................. . ............................................................................................................................ The information detailed in this report is based on preliminary engineering design only. The total site acreage consists of approximately 2.07 acres of a residential condominium development. The existing site is currently occupied by commercial retail and office space with an asphalt parking lot surrounding two office buildings. All related buildings, improvements,and utilities will be removed during demolition of the site. The proposed residential development will consist of 40 condominium units including 12 de3tached condominiums and 28 duplexes. The residential development proposes two building types each with 2 possible unit types. Each unit will be equipped with water and sewer services. Also attributed to each unit will be a washer/dryer connection and 2-car garage. Narrative Project Trash services are individually picked up. Each unit will have two bins-one for Description: trash and one for recyclables,which will be stored in the unit's garage. In (Use as much space as addition to the garage parking, there will be an additional 64 open guest spaces necessary.) provided. Building,walkway/flatwork,driveway and private drive aisles coverage is approximately 81,370 sf or go%of the total site.The remaining 8,800 sf is open space landscaping area which makes up io%of the total site. BMP selection for storm water runoff treatment has been described in Section IV of this report. Implementation of BMPs will be consistent with the addressing of pollutants of concern generated by residential use. No car washing or outdoor storage will be incorporated on this project.At this time,long term maintenance is planned to be handled by a Homeowner's Association(HOA). Filter inserts or a Connector Pipe Screen will be installed on all catch basin and curb inlets to pretreat flows prior to out letting into the underground detention pipe system. During entitlement,these details may change per the City's request and will be re-addressed during final engineering. Intracorp SW, LLC Section ii Page 4 Preliminary Water Quality Management Plan (PWQMP) 17802 Irvine Blvd,Tustin II.2 Potential Stormwater Pollutants Pollutants of Concern 00000000000�������� aasss�so�0000000000000000000000000000\ Check One for each: E=Expected to Pollutant = x concern Additional Information and Comments N=Not Expected to be of concern Suspended-Solid/ Sediment E ® N ❑ Nutrients E ® N ❑ Heavy Metals E ® N ❑ Pathogens (Bacteria/Virus) E ® N ❑ Pesticides E ® N ❑ Oil and Grease E ® N ❑ Toxic Organic Compounds E ® N ❑ Trash and Debris E ® N ❑ Intracorp section II Page 5 Preliminary Water Quality Management Plan (PWQMP) 17802 Irvine Blvd,Tustin II.3 Hydrologic Conditions of Concern ® No- Show map ❑ Yes- Describe applicable hydrologic conditions of concern below. Refer to Section 2.2.3 in the Technical Guidance Document (TGD). Per Section 5.3.1 of the Technical Guidance Document,the following calculations were developed: 1. (v 2-year,post/v 2-year,pre) G 1.05 (10,901 cf/12,812 cf) = 0.85<_ 1.05✓* 2. (Tc 2-year,pre/ Tc 2-year,post) G 1.05 (6.5 min/8 min) = 0.81 <_ 1.05✓* *Reference Attachment F for time of concentration nomograph and volume information for the 2- year storm event. The project site does not consider HCOCs as supported by the calculations above because the project meets the criteria for exemption as defined in the Orange County TGD,Section 2.2.3. There are downstream channels that are not hard-lined and are subject to hydromodification. IIA Post Development Drainage Characteristics Describe post development drainage characteristics. Refer to Section 2.2.4 in the Technical Guidance Document (TGD). Intracorp Section ii Page 6 Preliminary Water Quality Management Plan (PWQMP) 17802 Irvine Blvd,Tustin In its proposed condition, underground storm facilities will be installed onsite.The street slopes onsite will convey the flows to two catch basin inlets.These catch basins will be equipped with a Connector Pipe Screen (CPS) to provide full trash capture prior to discharging runoff to the storm drain system or parkway drain. Surface flows will be directed into an area drain piping system or into onsite curb and gutters which will convey the flow to an infiltration detention pipe system.When the infiltration pipes fill to capacity,the storm drain system will overflow to match existing flow pattern.This will occur through a parkway culvert in Irvine Blvd to the north or through a proposed concrete gutter connecting to an existing parking lot gutter within an existing drainage easement located on the 17772 Irvine Blvd property to the west, eventually to Prospect Ave. II.5 Property Ownership/Management The property is controlled by Intracorp.A homeowners association will be formed to be responsible for the long term maintenance of the project's Best Management Practices and all common areas. Intracorp Section ii Page 7 Preliminary Water Quality Management Plan (PWQMP) 17802 Irvine Blvd,Tustin Section III Site Description IIIA Physical Setting Fill out table with relevant information. Refer to Section 2.3.1 in the Technical Guidance Document (TGD). Name of Planned Community/Planning City of Tustin Area (if applicable) ......................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... 17802 Irvine Blvd Location/Address Tustin, CA 92780 Existing land use: commercial and retail offices space General Plan Land Use g P Designation Proposed land use: Residential Zoning ......................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... Acreage of Project Site 2.07 ac Per TGD,Figur XVI-2a,NRCS Hydrologic Soils Groups the site is Predominant Soil Type located within soil type B. III.2 Site 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 Technical Guidance Document (TGD). Site Characteristics The site falls under the 0.75" zone per the TGD, Figure XVI-1,Rainfall Precipitation Zone Zones map. The existing site is relatively flat with elevations ranging from approximately 139.5 feet to 137.6 feet above mean sea level.The northeast quadrant Topography (approximately 0.5 acres) slopes from southwest to northeast through a gutter that drains to Irvine Blvd.The remainder of the site (approximately 1.5 acres) slopes from north to south and east to west to the ultimate low point of the Intracorp SW, LLC Section III Page 8 Preliminary Water Quality Management Plan (PWQMP) 17802 Irvine Blvd,Tustin site in the southwest corner. ......................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... The northeast quadrant(approximately 0.5 acres) slopes from southwest to northeast through a gutter that drains to Irvine Blvd. Stormwater then travels east in the existing gutter of Irvine Blvd to an existing catch basin at Fashion Lane located approximately 700 feet east of the site,then continues to a City of Tustin storm drain which outlets at the Orange County Flood Control District(OCFCD) El Moderna-Irvine Channel.The remainder of the site (approximately 1.5 acres) slopes from north to south and east to west to the ultimate low point of the site in the southwest corner. Stormwater flows in an existing parking lot gutter within 17772 Irvine Blvd until it drains via an existing driveway in Prospect Avenue. Stormwater continues south in the existing Prospect Avenue gutter to a catch basin at First Street approximately 700 feet south of the site,then continues to a City of Tustin storm drain which also outlets at the OCDCD El Moderna-Irvine Channel. The proposed site will follow similar drainage pattern as the existing and is Drainage split between two drainage areas with catch basins in the north and southwest Patterns/Connections corners. Filter inserts or a Connector Pipe Screen will be installed on all catch basin and curb inlets to pretreat flows prior to out letting into the underground detention pipe system. Surface flows will be directed into an area drain system or into onsite curb and gutters which will convey the flow to the underground storm drain system.All flows will be conveyed to an infiltration detention pipe where water will be stored onsite until it can percolate into the ground. During a major storm event when the detention pipe fills to capacity,the stormwater will be directed to match the existing flow pattern.There are two emergency overflow locations. One is in the form of a parkway culvert on Irvine Blvd to the north.The second is through a grate inlet in the southwest corner,into a proposed gutter that will outlet to the existing parking lot gutter in 17772 Irvine Blvd.There is an existing easement for drainage purposes along the southern property line of 17772 Irvine Blvd. that will allow for emergency overflow drainage for the project site. Per the Geotechnical Evaluation prepared by GeoTek Inc. dated October 20, 2021 (see Attachment G for full report): "Artificial fill (asphalt concrete pavement sections consisting of asphalt Soil Type,Geology,and concrete and aggregate base)was encountered at the surface of all of the exploratory and infiltration borings.As the project site contains existing Infiltration Properties structures,pavements,utilities and other infrastructure improvements, artificial fill is anticipated to be present in unexplored areas of the project site." "Alluvium was encountered beneath th4e pavement sections in all the Intracorp SW, LLC Section iii Page 9 Preliminary Water Quality Management Plan (PWQMP) 17802 Irvine Blvd,Tustin exploratory and infiltration test borings.The alluvium was found to consist P �' g of intrerbedded layers of silty sands,relatively clean and gravelly sands and sandy gravels, (SM,SP,and GP soil types based upon the Unified Soil Classification System).The coarse-grained alluvium was found to be medium dense to very dense. ......................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... "Groundwater was not encountered within any of the test borings drilled at Hydrogeologic the site (maximum depth explored of 27 feet). Based on review of available (Groundwater) data,it is estimated that the depth to high groundwater at the site is greater than about 50 feet below grade. Based on the results of the field exploration, Conditions review of site area geomorphology and geology,groundwater is not anticipated to adversely affect the proposed improvements." ......................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... "In addition to the geotechnical exploratory borings,two borings(I-1 and I-2) were excavated in the area of the anticipated storm water control systems as designated by the project developer.The infiltration test borings were drilled to a depth of about 5 feet below the existing ground surfaces at the test locations. Infiltration/percolation testing was conducted in these borings in general accordance with the requirements of the County of Orange." "The results of the conversions indicate an infiltration rate of 1.76 inches per hour. Copies of the percolation data sheets and the Prochet infiltration rate conversions calculations are presented in Appendix C. No factors of safety were applied to the rates provided. Over the lifetime of the infiltration areas, Geotechnical Conditions the infiltration rates my be affected by sediment build up and biological (relevant to infiltration) activities,as well as local variations in near surface soil conditions.A suitable factor of safety should be applied to the field rate in designing the infiltration system." "It should be noted that the infiltration rates provided above were performed in relatively undisturbed on-site soils. Infiltration rates will vary and are mostly dependent on underlying consistency of the site soils and relative density. Infiltration rates may be impacted by weight of equipment travelling over the soils,placement of engineered fill and other various factors." Refer to Attachment F of this report for a copy of the referenced geotechnical recommendations.Note that further infiltration testing will be conducted during final engineering in the proposed locations and depths of infiltration. Off-Site Drainage In the existing condition, no off-site drainage enters the property ......................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... The proposed development is designed to convey runoff mostly via surface drainage to drain inlets in the courts. Additional runoff in landscape areas Utility and Infrastructure will be conveyed via small area drain systems which will direct flows into the Information underground storm drain system. There are two emergency overflow locations. One is in the form of a parkway culvert on Irvine Blvd to the north. The second is through a grate inlet in the southwest corner,into a proposed gutter that will outlet to the existing parking lot gutter in 17772 Irvine Blvd. Intracorp SW, LLC Section iii Page 10 Preliminary Water Quality Management Plan (PWQMP) 17802 Irvine Blvd,Tustin There is an existing easement for drainage purposes along the southern property line of 17772 Irvine Blvd.that will allow for emergency overflow drainage for the project site. The project site will contain underground utilities including a public domestic water system,a public sewer system,and dry utilities including electricity,gas, cable tv and telephone. 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 Technical Guidance Document (TGD). Stormwater runoff from the site will travel through Irvine Blvd and Propsect Ave into city-owned catch basins and storm drain to outlet into the El Receiving Waters Moderna-Irvine OCSD channel.The El Moderna-Irvine Channel outlets to Peters Canyon Channel, San Diego Creek,Upper Newport Bay then to the Pacific Ocean. Peters Canyon Channel is listed for DDT Indicator Bacteria H and y ,p , Toxaphene. 303(d) Listed Impairments San Diego Creek is listed for Fecal Coliform, Nutrients, Pesticides, Sedimentation/Siltation, Selenium,and Toxaphene. Upper Newport Bay is listed for Chlordane, Copper, DDT,Metals,Nutrients, PCBs, Pesticides, Sediment Toxicity,and Sedimentation/Siltation. TMDLs listed for the Upper Newport Bay include Copper, Indicator Bacteria Applicable TMDLs Nutrients, Pesticides,and Sedimentation/Siltation. ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................ Anticipated and Potential Pollutants of Concern for Attached Residential Pollutants of Concern for Development is Suspended Solid/Sediments, Pathogens(Bacteria/Virus), the Project Nutrients(Oxygen Demanding Substances), Pesticides, Oil&Grease and Trash&Debris. Environmentally Sensitive and Special Biological The project is not located within any known Environmentally Sensitive Areas (ESA) or Areas of Special Biological Significance(ASBS). Significant Areas Intracorp SW, LLC Section iii Page 11 Preliminary Water Quality Management Plan (PWQMP) 17802 Irvine Blvd,Tustin 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. (Please ask your assigned planner or plan checker regarding whether your project is part 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 N/A regional/sub-regional LID opportunities. Intracorp SW, LLC Section iv Page 12 Preliminary Water Quality Management Plan (PWQMP) 17802 Irvine Blvd,Tustin Project Performance Criteria If HCOC exists list applicable hydromodification control Per Section II.3 of this WQMP, HCOCs are not considered. performance criteria (Section 7.II-2.4.2.2 in MWQMP) List applicable LID performance Per 7.11-2.4-3.2of the Model WQMP,the available LID Treatment BMPs to be utilized criteria (Section in reducing the post-development impacts include infiltration,harvest and use, evapotranspiration, or biotreat/biofilter, of the 85th percentile of a24-hour storm 7.II-2.4.3 from event. MWQMP) Per II- 2 2 f the Model WQMP,if the LIDperformancerit ri i n feasibly met e 7. 3. o e ode Q e criteria a s of e List applicable by retention and/or biotreatment,then sizing of onsite treatment control BMPs are required. Sizing of these treatment control BMPs will include,if applicable,any Water treatment control Quality credits as calculated per the Technical Guidance Document. If the additional BMP performance required volume can be met,and has a medium to high effectiveness for reducing the criteria (Section primary POCs,the project is considered to be in compliance;a waiver application and 7.II-3.2.2 from participation in an alternative program is not required. MWQMP) If the cost of providing treatment control BMPs greatly outweighs the pollution control benefits,a waiver of treatment control and LID requirements can be requested. ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................ (Simple Method) Calculate LID design storm DCVPROP = (0.75 x 0.90 + 0.15) x 0.75 x 2.07 ac x 43560 sf/ac x 1 capture volume 12 in/ft for Project. = 4,649.3 CF Intracorp SW, LLC Section iv Page 13 Preliminary Water Quality Management Plan (PWQMP) 17802 Irvine Blvd,Tustin IV.2. Site Design and Drainage Describe site design and drainage 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"BMP Exhibit." • 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 Technical Guidance Document (TGD). The site will be comprised of two drainage management areas.The decision to utilize two drainage management areas for the entire site was based on a separately prepared hydrology report and represents historic flow paths. Refer to the Site&Drainage Plan in Attachment B. In its proposed condition, underground storm facilities will be installed onsite.The street slopes onsite will convey the flows to catch basin inlets. Surface flows will be directed into an area drain piping system or into onsite curb and gutters which will convey the flow to an infiltration detention pipe system. Filter inserts or a Connector Pipe Screen will be installed on all catch basin and curb inlets to pretreat flows prior to out letting into the underground detention pipe system. The infiltration pipe system is comprised of loo ft. of perforated 72"ADS pipe installed into a 6.5'gravel bed. Flows will collect in the infiltration detention pipe system and will The infiltration pipe has been sized to accommodate more than the required design capture volume (4649.3 CF) Volume of pipe=2,827 cf Volume of gravel bed around pipe=858o cf-2827 cf=5753 cf*0.4(void ratio) =2,321 cf Total Volume captured by proposed infiltration detention pipe system=5,128 cf See Attachment C for more detailed sizing calculations. When the detention pipes fill to capacity the storm drain system will overflow to a parkway culvert in B Street which will then gutter flow to the inlet at the end of B Street and match existing flow patterns. Drainage Area No. Area (ac) DCV(cf) Proposed BMPs (DMA) INF-7, Underground Infiltration, MP-52, 1 2.07 4649 3 (INF-7) Drain Inserts Y, 2.01 5,128 Intracorp SW, LLC Section IV Page 14 Preliminary Water Quality Management Plan (PWQMP) 17802 Irvine Blvd,Tustin 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 Technical Guidance Document (TGD)for selecting LID BMPs and Section 2.4.3 in the Technical Guidance Document (TGD)for conducting conformance analysis with project performance criteria. IV.3.1 Hydrologic Source Controls (HSCs) If required HSCs are included,fill out applicable check box forms. If the retention criteria are otherwise met with other LID BMPs,include a statement indicating HSCs not required. 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: ❑ Intracorp SW, LLC Section iv Page 15 Preliminary Water Quality Management Plan (PWQMP) 17802 Irvine Blvd,Tustin IV.3.2 Infiltration BMPs Identify infiltration BMPs to be used in project. If design volume cannot be met, state why. 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: ❑ Show calculations below to demonstrate if the LID Design Storm Capture Volume can be met with infiltration BMPs. If not,document how much can be met with infiltration and document why it is not feasible to meet the full volume with infiltration BMPs. The proposed development will utilize an underground infiltration system.The system will provide a total volume of 5,128 cf which is well over the required DCV drawdown volume of 4649.3 cf and the simple DCV of 4649.3 cf. Refer to Attachment C for BMP calculations. Intracorp SW, LLC Section IV Page 16 Preliminary Water Quality Management Plan (PWQMP) 17802 Irvine Blvd,Tustin IV.3.3 Evapotranspiration, Rainwater Harvesting BMPs If the full Design Storm Capture Volume cannot be met with infiltration BMPs, describe any evapotranspiration and/or rainwater harvesting BMPs included. Name Included? All HSCs;See Section IV.3.1 ❑ Surface-based infiltration BMPs ❑ Biotreatment BMPs ❑ Above-ground cisterns and basins ❑ Underground detention ❑ Other: ❑ Other: ❑ Other: ❑ Show calculations below to demonstrate if the LID Design Storm Capture Volume can be met with evapotranspiration and/or rainwater harvesting BMPs in combination with infiltration BMPs. If not, document below how much can be met with either infiltration BMPs,evapotranspiration, rainwater harvesting BMPs, or a combination, and document why it is not feasible to meet the full volume with these BMP categories. Evapotranspiration, Rainwater Harvesting BMPs are not applicable to this project. Required treatment volume will be met through the use of infiltration BMPS which are higher in the preferred BMP hierarchy. Intracorp SW, LLC Section iv Page 17 Preliminary Water Quality Management Plan (PWQMP) 17802 Irvine Blvd,Tustin IV.3.4 Biotreatment BMPs If the full Design Storm Capture Volume cannot be met with infiltration BMPs,and/or evapotranspiration and rainwater harvesting BMPs, describe biotreatment BMPs included. Include sections for selection, suitability, sizing,and infeasibility,as applicable. 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: ❑ Show calculations below to demonstrate if the LID Design Storm Capture Volume can be met with infiltration,evapotranspiration,rainwater harvesting and/or biotreatment BMPs. If not, document how much can be met with either infiltration BMPs,evapotranspiration,rainwater harvesting BMPs, or a combination,and document why it is not feasible to meet the full volume with these BMP categories. Biotreatment BMPs are not applicable to this project. Required treatment volume will be met with the use of infiltration BMP which is higher in the hierarchy of preferred BMPs. Intracorp SW, LLC Section iv Page 18 Preliminary Water Quality Management Plan (PWQMP) 17802 Irvine Blvd,Tustin IV.3.5 Hydromodification Control BMPs Describe hydromodification control BMPs. See Section 5 of the Technical Guidance Document (TGD). Include sections for selection, suitability, sizing,and infeasibility,as applicable. Detail compliance with Prior Conditions of Approval (if applicable). Hydromodification Control BMPs BMP Name BMP Description N/A N/A IV.3.6 Regional/Sub-Regional LID BMPs Describe regional/sub-regional LID BMPs in which the project will participate. Refer to Section 7.11- 2.4.3.2 of the Model WQMP. Regional/Sub-Regional LID BMPs N/A IV.3.7 Treatment Control BMPs Treatment control BMPs can only be considered if the project conformance analysis indicates that it is not feasible to retain the full design capture volume with LID BMPs. Describe treatment control BMPs including sections for selection,sizing,and infeasibility,as applicable. Treatment Control BMPs BMP Name BMP Description N/A N/A Intracorp SW, LLC Section iv Page 19 Preliminary Water Quality Management Plan (PWQMP) 17802 Irvine Blvd,Tustin 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 .................... ......................................................... ................. ..................... .............................................. N2 Activity Restrictions ® ❑ .................... ......................................................... ................. ..................... .............................................. N3 Common Area Landscape ® ❑ Management .................... ......................................................... ................. ..................... .............................................. N4 BMP Maintenance ® ❑ .................... ......................................................... ................. ..................... .............................................. N5 Title 22 CCR Compliance(How ® ❑ development will comply) .................... ......................................................... ................. ..................... .............................................. N6 Local Industrial Permit Compliance ❑ ® Residential project .................... ......................................................... ................. ..................... .............................................. No hazardous materials N7 Spill Contingency Plan El ® expected onsite .................... ......................................................... ................. ..................... .............................................. Underground Storage Tank N8 El ® No storage tanks onsite Compliance .................... ......................................................... ................. ..................... .............................................. N9 Hazardous Materials Disclosure El ® No hazardous materials Compliance expected onsite .................... ......................................................... ................. ..................... .............................................. N10 Uniform Fire Code Implementation ® ❑ .................... ......................................................... ................. ..................... .............................................. N11 Common Area Litter Control ® ❑ .................... ......................................................... ................. ..................... .............................................. N12 Employee Training ® ❑ .................... ......................................................... ................. ..................... .............................................. N13Residential project;no loading Housekeeping of Loading Docks ❑ ® docks onsite .................... ......................................................... ................. ..................... .............................................. N14 Common Area Catch Basin Inspection ® ❑ .................... ......................................................... ................. ..................... .............................................. N15 Street Sweeping Private Streets and ® ❑ Parking Lots .................... ......................................................... ................. ..................... .............................................. N16 Retail Gasoline Outlets ❑ ® No proposed gasoline outlet Intracorp SW, LLC Section iv Page 20 Preliminary Water Quality Management Plan (PWQMP) 17802 Irvine Blvd,Tustin 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 El ® No proposed outdoor storage areas introduction Design and construct trash and waste S3 storage areas to reduce pollution ❑ ® Individual unit trash collection introduction Use efficient irrigation systems& 54 landscape design,water conservation, ® ❑ smart controllers,and source control Protect slopes and channels and S5 ❑ ® No slopes channels proposed. provide energy dissipation Incorporate requirements applicable to individual priority project categories ® ❑ (from SDRWQCB NPDES Permit) S6 Dock areas ❑ ® Residential project;No docks S7 Maintenance bays ❑ ® Residential project;No maintenance bays S8 Vehicle wash areas ❑ ® No proposed vehicle wash areas S9 Outdoor processing areas ❑ ® No proposed outdoor processing areas S10 Equipment wash areas ❑ ® No proposed equipment wash areas S11 Fueling areas ❑ ® Residential project. No proposed fueling areas S12 Hillside landscaping ❑ ® Project not located within hillside area. S13 Wash water control for food El ® No proposed food prep areas. preparation areas S14 Community car wash racks ❑ ® No proposed community car wash areas. Intracorp SW, LLC Section iv Page 21 Preliminary Water Quality Management Plan (PWQMP) 17802 Irvine Blvd,Tustin 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 Technical Guidance Document (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): ----------------------------------------------------------------------------------r----------------------------------------------------------------------------------- ❑Redevelopment ; ❑Brownfield redevelopment,meaning ! ❑Higher 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 footprint of the project presence or potential presence of hazardous ! than seven units per acre of development(lower site. ; substances,pollutants or contaminants,and credit allowance);vertical density which have the potential to contribute to developments,for example,those with a Floor adverse ground or surface WQ if not ! to Area Ratio(FAR)of 2 or those having more redeveloped. than 18 units per acre(greater credit allowance). ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ❑Mixed use development,such as a ! E]Transit-orienteddevelopments,such as a E]Redevelopment projects combination of residential,commercial, ! mixed use residential or commercial area ! in an established historic industrial,office,institutional,or other land designed to maximize access to public district,historic uses which incorporate design principles that ! transportation;similar to above criterion,but i preservation area,or similar can demonstrate environmental benefits that where the development center is within one ; significant city area would not be realized through single use half mile of a mass transit center(e.g.bus,rail, including core City Center projects(e.g.reduced vehicle trip traffic with ! light rail or commuter train station).Such ! areas(to be defined through the potential to reduce sources of water or air projects would not be able to take credit for ; mapping). pollution). both categories,but may have greater credit assigned -------------------------------------------------------------------------- ---------------------------------------------------------------------------------------------------------- ❑Live-work ❑In-fill projects,the ❑ ! developments,a variety of ! conversion of empty lots ❑Developments with i enu m Develo dedication of p I developments designed to ! and other underused spaces undeveloped portions to i ElDevelopments i in historic support residential and into more beneficially used in a city center ! districts orvocational needs together- ' spaces,such as residential parks,preservation g I p area. ! historic i similar to criteria to mixed or commercial areas. areas and other pervious uses. ; preservation use development;would not ! areas. be able to take credit for I I I both categories. I Calculation of Water Quality The entire DCV for the project is being treated by a LID BMP. Water quality credits will Credits not be used. (if applicable) Intracorp SW, LLC Section IV Page 22 Preliminary Water Quality Management Plan (PWQMP) 17802 Irvine Blvd,Tustin 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 TH 3.0 in the Model WQMP. N/A Intracorp SW, LLC Section iv Page 23 Preliminary Water Quality Management Plan (PWQMP) 17802 Irvine Blvd,Tustin Section V Inspection/Maintenance Responsibility for BMPs Fill out information in table below. Prepare and attach an Operation and Maintenance Plan. Identify the funding 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 TH 4.0 in the Model WQMP. BMP Inspection/Maintenance Reponsible Inspection/ Minimum BMP Party(s) Maintenance Frequency of Activities Required Activities Education for Property WQMP to be a part of Title As needed for property Owners,Tenants,& HOA and individual Documents as part of sales and once a year Occupants (N1)and homeowners purchase. HOA to give for reporting to (N12) yearly report to residents. residents. CC&Rs provided at time of CC&Rs provided with Activity Restrictions sale and will identify property sales. Issue (N2) HOA activity restrictions for letters of non- property and the compliance,as needed neighbourhood. by HOA. HOA or appointed Property management company to provide maintenance of Common Area landscaping to meet Regular maintenance once a week and Landscape HOA current water efficiency and keep plants health monthly inspections to Management(N3) p p y determine deficiencies. and bio areas maintained with proper soil amendments. HOA or appointed Regular maintenance Property management once a week and BMP Maintenance (N4) HOA company to provide monthly inspections maintenance of BMPs per the requirements of the d determine WQMP. deficiencies HOA or appointed Property Management Common Area Litter Regular maintenance Control(N11) HOA Company to provide once a week. maintenance and to empty common area trash cans. Common Area Catch HOA or appointed Implemented as HOA Property Management Basin Inspection(N14) Company to provide needed. Intracorp SW, LLC section v Page 24 Preliminary Water Quality Management Plan (PWQMP) 17802 Irvine Blvd,Tustin maintenance and to inspect for obstruction and build-up HOA or appointed Street Sweeping Property Management Regular street Private Streets and HOA Company to provide sweeping once a Parking Lots (N15) maintenance of Private month. Streets. HOA or appointed Property Management Company to provide Regular maintenance Efficient Irrigation once a week and Systems&Landscape HOA maintenance of monthly inspection to landscaping to meet determine Design(S4) current water efficiency deficiencies. standards,and keep plants healthy. HOA or appointed Inspection performed property management annually and before company to provide and after every rainy Underground maintenance of the season.Cleaning to be Infiltration System HOA system.Inspect to asses done at discretion of (INF-7) accumulated sediment or Intracorp. any blockage of perforated Maintenance should piping after storm events. be scheduled during Repair as needed dry season. Intracorp SW, LLC section v Page 25 Preliminary Water Quality Management Plan (PWQMP) 17802 Irvine Blvd,Tustin Section VI BMP Exhibit (Site Plan) VIA BMP Exhibit (Site Plan) *See WQMP Exhibit in Attachment B VI.2 Submittal and Recordation of Water Quality Management Plan Following approval of the Final Project-Specific WQMP,three copies of the approved WQMP (including BMP Exhibit,Operations and Maintenance (O&M) Plan, and Appendices) shall be submitted. In addition,these documents shall be submitted in a PDF format. Each approved WQMP (including BMP Exhibit,Operations and Maintenance (O&M) Plan, and Appendices) shall be recorded in the Orange County Clerk-Recorder's Office,prior to close-out of grading and/or building permit. Educational Materials are not required to be included. Intracorp SW, LLC Section VI Page 26 Preliminary Water Quality Management Plan (PWQMP) 17802 Irvine Blvd,Tustin Section VII Educational Materials Refer to the Orange County Stormwater Program(ocwatersheds.com) for a library of materials available. Please only attach the educational materials specifically applicable to this 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 Attached Hazardous Waste ® Recycle at Your Local Used Oil ® ❑ Collection Center(North County) 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 ® ❑ Intracorp SW, LLC Section vii Page 27 Attachment A TGD Worksheets & Figures Table 2.7: Infiltration BMP Feasibility Worksheet Infeasibility Criteria Yes No Would Infiltration BMPs pose significant risk for 1 groundwater related concerns? Refer to Appendix X VII (Worksheet 1) for guidance on groundwater-related infiltration feasibility criteria. Provide basis: Would Infiltration BMPs pose significant risk of increasing risk of geotechnical hazards that cannot be mitigated to an acceptable level? (Yes if the answer to any of the following questions is yes, as established by a geotechnical expert): • The BMP can only be located less than 50 feet 2 away from slopes steeper than 15 percent X • The BMP can only be located less than eight feet from building foundations or an alternative setback. • A study prepared by a geotechnical professional or an available watershed study substantiates that stormwater infiltration would potentially result in significantly increased risks of geotechnical hazards that cannot be mitigated to an acceptable level. Provide basis: Would infiltration of the DCV from drainage area violate 3 X downstream water rights? Provide basis: Worksheets from Orange County Technical Guidance Document(5-19-2011) See TGD for instructions and/or examples related to these worksheets zuww.ocwatersheds.coin/WQMP.aspx Table 2.7: Infiltration BMP Feasibility Worksheet (continued) Partial Infeasibility Criteria Yes No Is proposed infiltration facility located on HSG D soils or 4 the site geotechnical investigation identifies presence of soil X characteristics which support categorization as D soils? Provide basis: Is measured infiltration rate below proposed facility 5 less than 0.3 inches per hour? This calculation shall be X based on the methods described in Appendix VII. Provide basis: Would reduction of over predeveloped conditions cause impairments to downstream beneficial uses, such as 6 change of seasonality of ephemeral washes or X increased discharge of contaminated groundwater to surface waters? Provide citation to applicable study and summarize findings relative to the amount of infiltration that is permissible: Would an increase in infiltration over predeveloped conditions cause impairments to downstream 7 beneficial uses, such as change of seasonality of X ephemeral washes or increased discharge of contaminated groundwater to surface waters? Provide citation to applicable study and summarize findings relative to the amount of infiltration that is permissible: Worksheets from Orange County Technical Guidance Document(5-19-2011) See TGD for instructions and/or examples related to these worksheets zuww.ocwatersheds.coin/WQMP.aspx Table 2.7: Infiltration BMP Feasibility Worksheet (continued) Infiltration Screening Results (check box corresponding to result): Is there substantial evidence that infiltration from the project would result in a significant increase in I&I to the sanitary sewer that cannot be sufficiently mitigated? (See Appendix XVII) 8 No Provide narrative discussion and supporting evidence: ------------------------------------------------------------------------------------------------------------------------------ If any answer from row 1-3 is yes: infiltration of any volume is not feasible within the DMA or equivalent. g Provide basis: No ------------------------------------------------------------------------------------------------------------------------------ If any answer from row 4-7 is yes, infiltration is permissible but is not presumed to be feasible for the entire DCV. Criteria for designing biotreatment BMPs to achieve the maximum feasible infiltration and ET shall apply. 10 No Provide basis: ------------------------------------------------------------------------------------------------------------------------------ If all answers to rows 1 through 11 are no, infiltration of the 11 full DCV is potentially feasible, BMPs must be designed to Infiltration is Feasible infiltrate the full DCV to the maximum extent practicable. Worksheets from Orange County Technical Guidance Document(5-19-2011) See TGD for instructions and/or examples related to these worksheets zuzuzu,oczuatersheds.com/WQMP.aspx Worksheet B: Simple Design Capture Volume Sizing Method 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— 0 inches 2 (Worksheet A) Calculate the remainder of the design capture storm depth, 0.75 inches 3 dremainder(inches) (Line 1 — Line 2) dremainder= Step 2: Calculate the DCV 1 Enter Project area tributary to BMP (s), A acres A= 2.07 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= 4,649.3 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= In/hr 1 (Appendix VII) 1.76 Enter combined safety factor from Worksheet H, Sfinal Sfinal= 2 unitless 2.0 3 Calculate design infiltration rate, Kdesi n =Kmeasured/Sfinal Kdesign= 0.88 In/hr Step 3b: Determine minimum BMP footprint 4 Enter drawdown time, T max 48 hours T= 48 Hours Calculate max retention depth that can be drawn down within Dmax— feet 5 the drawdown time (feet), Dmax=Kdesi n x Tx 1/12 3.52 Calculate minimum area required for BMP (sq-ft), Amin = Amin— sq-ft 6 Vdesi r✓dmax 1,320 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 Worksheet C: Capture Efficiency Method for Volume-Based,Constant Drawdown BMPs 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 2 Enter calculated drawdown time of the proposed BMP based T= 44.67 hours on equation provided in applicable BMP Fact Sheet, T(hours) 3 Using Figure 111.2, determine the "fraction of design capture storm depth" at which the BMP drawdown time (T) line XJ= 1.0 achieves 80% capture efficiency, X, 4 Enter the effect depth of provided HSCs upstream, dHsc dHsc— - inches (inches) (Worksheet A) Enter capture efficiency corresponding to dHsc, Yz o 5 (Worksheet A) Yz= /o -- Using Figure 111.2, determine the fraction of"design capture 6 storm depth" at which the drawdown time (T) achieves the Xz= equivalent of the upstream capture efficiency(Yz), Xz Calculate the fraction of design volume that must be provided 7 by BMP, fraction =X,—Xz fraction= 1.0 8 Calculate the resultant design capture storm depth (inches), diraction= 0.75 inches dfrao6on=fraction x d Step 2: Calculate the DCV 1 Enter Project area tributary to BMP (s), A (acres) A= 2.07 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, Vdes;gn= (C x drfraor;on x A x 43560 x Vdesign= cu-ft 4 (1/12)) 4649.3 Supporting Calculations Describe system: 60" ADS Pipe with perforated bottom (underground infiltration pipe gallery)with gravel bed to facilitate infiltration. 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 Worksheet C: Capture Efficiency Method for Volume-Based,Constant Drawdown BMPs Provide drawdown time calculations per applicable BMP Fact Sheet: Graphical Operations 100% B r,3 w dow n rime f. - - s 2-hr 70 s `` -6-hr r ° -1 -hr _._36-hr LU 501% w —43-h r L #/ }' U ' —9&hr 3096 -a-120-hr r 20% 10% 666-hr 480-hr 0 720-hr 01.0 0,2 04 0.6 0.8 1 ,0 1 .2 1.4 1.6 1.8 2.0 Fraction of Design Capture Storm 'Depth Provide supporting graphical operations. See Example 111.6. Worksheets from Orange County Technical Guidance Document(5-19-2011) See TGD for instructions and/or examples related to these worksheets zuzuzu,oczuatersheds.com/WQMP.aspx Worksheet H: Factor of Safety and Design Infiltration Rate Worksheet Assigned Factor Product (p) Factor Category Factor Description Weight (w) Value (v) p =w x v Soil assessment methods 0.25 1 0.25 Predominant soil texture 0.25 1 0.25 A Suitability Site soil variability 0.25 1 0.25 Assessment Depth to groundwater/ 0.25 2 0.50 impervious layer Suitability Assessment Safety Factor, SA = Ep 1.25 Tributary area size 0.25 2 0.50 Level of pretreatment/expected 0.25 1 0.25 sediment loads B Design Redundancy 0.25 2 0.50 Compaction during construction 0.25 1 0.25 Design Safety Factor, SB = Ep 1.5 Combined Safety Factor, STOT= Sax SB 1.875 4 use 2 Measured Infiltration Rate, inch/hr, KM 1.76 (corrected for test-specific bias) Design Infiltration Rate, in/hr, KDESIGN= STOT / KM 0.88 Supporting . Briefly describe infiltration test and provide reference to test forms: Per the Geotechnical Evaluation prepared by GeoTek, Inc. dated October 20, 2021 (see Attachment G for full report): "In addition to the geotechnical exploratory borings, two borings (1-1 and 1-2)were excavated in the area of the anticipated storm water control systems as designated by the project developer. The infiltration test borings were drilled to a depth of about 5 feet below the existing ground surfaces at the test locations. Infiltration/percolation testing was conducted in these borings in general accordance with the requirements of the County of Orange." "The results of the conversions indicate an infiltration rate of 1.76 inches per hour. Copies of the percolation data sheets and the Prochet infiltration rate conversions calculations are presented in Appendix C. No factors of safety were applied to the rates provided. Over the lifetime of the infiltration areas,the infiltration rates my be affected by sediment build up and biological activities, as well as local variations in near surface soil conditions. A suitable factor of safety should be applied to the field rate in designing the infiltration system." SUMMARY OF RESULTS Boring Measured Infiltration Rate (inches per hour) 1-1 1.76 1-2 1.76 It should be noted that the infiltration rates provided above were performed in relatively 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 Worksheet H: Factor of Safety and Design Infiltration Rate Worksheet Assigned Factor Product (p) Factor Category Factor Description Weight (w) Value (v) p =w x v undisturbed on-site soils. Infiltration rates will vary and are mostly dependent on underlying consistency of the site soils and relative density. Infiltration rates may be impacted by weight of equipment travelling over the soils, placement of engineered fill and other various factors Addition infiltration testing will be conducted during final engineering at proposed infiltration locations and depths. Refer to attachment F of this Preliminary WQMP for the Geotechnical & Infiltration Evaluation, dated October 20, 2021 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 INFILTRATION SYSTEM CALCULATIONS KMEASURED 1.76 STOT 2 KDESIGN 0.88 in/hr d 0.75 in DCVSIMPLE 4649.3 cf DCV Constant Drawdown AFOOTPRINT 1320 sf dSYSTEM 10.80 in T 12.27 hr X1 1 (from Graph) XZ 0 X1-XZ 1 dFRACTION 0.75 In ATOTAL 2.07 ac imp 0.9 C 0.825 DCV 4649.35 cf dSYSTEM 42.27 in T 48.03 hr 3.91 (Estimated vs Calculated Drawdown) PIPE PIPE 6 ft APIPE 28.27 sf LPIPE 100 ft VPIPE 2827.43 CF GRAVEL AFOOTPRINT 1320 sf Void Ratio 0.4 H 6.5 ft VTOTAL 5128.46 > 4649.3 cf DCV Constant > 4649.3 cf DCV Simple Attachment 6 WQ M P Exhibit PWQMP SITE PLAN – — sl,F oEslcx eur. T < IRVINE BOULEVARD a rv,a�«a 1. is - u - 0(crs see remom yore mo.orvn+rveorew orv) so.z AL AA A� A A A A A A cA� 3 v aIvv vvu e LA sal �A A0 0A — — — — — 1-zo _ CITY EOE AUSTIN "IINTR-m1 TENTATIVE TRACT MAP 19224om 3 TUSTIN A ee i 1M2 IRVINE BOULEVARD,TUSTIN,CA 1 S .S Attachment C BMP Fact Sheets & Details 17177777+ . LLLLLLFA TECHNICAL NOTE TN 7.01 Rainwater Harvesting with HDPE Pipe Cisterns January 2009 Introduction For the past several years, the use of smooth interior corrugated high density polyethylene (HDPE) pipe has been a viable alternative for the control of stormwater quality through underground systems. Typically, stormwater has either been infiltrated through perforated pipe or detained in solid pipe and then discharged at a controlled rate to the local storm sewer system or tributary. In both situations, the design did not provide for the potential reuse of stormwater. There is a growing demand for the construction industry to provide for resource reuse. In some situations, the reuse is being driven by a regulatory requirement. In many cases, the reuse of resources can provide an economic benefit. This is especially applicable to stormwater in areas where water resources are at a premium. Water reclamation should be considered in situations where infiltration is not feasible due to site constraints. This document provides information on the installation, storage capacity and system layouts for rainwater harvesting systems using ADS HDPE pipe cisterns. HDPE Pipe Cisterns ADS HDPE N-12 pipe is the building block of our cisterns. The Specifications section of the Drainage Handbook provides additional information on pipe dimensions and properties. The pipe has a smooth inner wall and a corrugated outer wall. The smooth inner wall combines superior hydraulics and the ability to resist abrasion and corrosion. The corrugated outer wall provides the strength necessary to withstand heavy traffic loads with varying cover heights. In addition to pipe, the ADS cistern uses specially designed manifolds and other fittings to complete the pipe component of the cistern. ADS can assist with system layout including pipe and necessary components for the cistern. System Layout A typical cistern layout includes at least one inlet into the system. This inlet can be on the cistern manifold as shown below or can be done on a lateral. Further, the inlet can be accomplished via a pre-fabricated stub or with a reducer and tee fittings in the system corner. Both inlet types are shown below. When designing system inlets, attention should be given to the hydraulic grade line of the site to limit or prevent conveyance system surcharging. The outlet of the cistern should be directed to a reinforced concrete manhole. The manhole should be reinforced to limit the effects of vibration from the pump system. The outlet invert should be the same as the pipe invert elevation to ensure that the entire system is able to drain. An underdrain should be installed within the stone backfill of the cistern. The invert of the underdrain should be at the bottom of the stone backfill envelope. The underdrain from the stone backfill should be directed to the outlet manhole so that the stone backfill can be completely drained. The outlet manhole serves multiple purposes. In addition to acting as an outlet structure, the manhole also houses a discharge pump (designed by others)to remove stormwater from the cistern. Installing a pump within the system piping or pumping directly from piping is not recommended for hydraulic reasons. The manhole should be located outside the footprint of the thermoplastic liner as shown in the detail below. The outlet manhole will also include the cistern overflow. It is recommended that an overflow be incorporated into the system in the event that the cistern is not completely emptied between storm events. If the cistern is not completely empty and there is no overflow, the potential exists for the entire system to be surcharged and flooding could occur. The invert of the overflow should be set at the top of the cistern. 4640 TRUEMAN BLVD. HILLIARD,OH 43026 (800)821-6710 www.ads-pipe.com 1 ATN701 ©ADS 2009 Y. LLULLIr 05, Lastly, the outlet manhole can also include a vent from the system. System venting is recommended to allow adequate airflow through the cistern and equalize air pressures within the cistern. If not vented, there can be issue with cistern pressures under some circumstances. In the sample layout shown below, the system includes a 4-inch HDPE vent line leading from the cistern to the outlet manhole. To prevent backflow into the cistern through the vent, it is recommended that the vent be located above the crown of the overflow pipe. The use of a vent is recommended for installations in which the cistern is encased within the thermoplastic liner. For cisterns that are not completely encased within the thermoplastic liner, the use of a vent is at the engineer's discretion. Figure 1 Example Cistern Layout 4"HDPE VENT INLET � I INLET �I � OUTLET MANHOLE WITH DISCHARGE LIMIT OF PUMP(BY OTHERS) THERMOPLASTIC LINER 2 4640 TRUEMAN BLVD. HILLIARD,OH 43026 (800)821-6710 www.ads-pipe.com ATN701 ©ADS 2009 17777777+ LLLLLLVA Figure 3 Typical Cistern Cross Section Note: This is a typical cross section only. See Structures, Section 2, or Installation, Section 5, of the Drainage Handbook for specific installation guidelines. H AASHTO HDPE PIPE H H (GRASS AREA) / / (FLEX PVMT.) (RIGID PVMT.) X% UNDISTURBED THERMOPLASTIC ��� - - - - - - - - - - -'� - � EARTH LINER(BY OTHERS) ��A X CLASS I MATERIAL S PLACED AND COMPACTED IN ACCORDANCE WITH ASTM D2321 IN PIPE ZONE BEDDING(CLASS I MATERIAL C SUITABLE =4"MIN.FOR 12"-24"PIPE FOUNDATION =5"MIN.FOR 30"-50"PIPE Thermoplastic Liner ADS does not design, fabricate, install or sell thermoplastic liners. The following product details are based on information supplied and published by thermoplastic liner manufacturers. Generally speaking, there are two liner materials that are suitable for this application: polyvinyl chloride (PVC) and linear low density polyethylene (LLDPE). PVC liners are easy to install making it a low cost alternative. Some PVC liners contain fillers and plasticizers. Under prolonged exposure to sunlight, these compounds can leach from the liner. With use in a cistern application, exposure from sunlight is not a concern since the system is located underground. The LLDPE is an inert material that is suitable for the storage of stormwater and would be acceptable for this application. Medium and high density liners are also available but are not as flexible as the low density product and are typically higher in cost. For any liner, puncture resistance needs to be considered. This can be addressed by the placement of non-woven geotextile on either side of the membrane. The liner seam, if applicable, should be watertight to maintain the integrity of the system. Pipe "boots" need to be pre or field fabricated for locations where system piping is either entering or exiting the cistern footprint, i.e. inlet and outlet piping. A detail depicting the liner"boot' is shown as Figure 4. The other factor that needs to be considered when using a thermoplastic liner is the seasonal high water table. High water tables can create excessive hydrostatic pressure and potentially damage the liner. 4640 TRUEMAN BLVD. HILLIARD,OH 43026 (800)821-6710 www.ads-pipe.com 5 ATN701 ©ADS 2009 TECHNICAL GUIDANCE DOCUMENT APPENDICES INF-7: Underground Infiltration Also known as: Underground infiltration is a vault or chamber with an open ➢ Infiltration vault bottom that used to store runoff and percolate into the ➢ Recharge vault subsurface. A number of vendors offer proprietary infiltration products that allow for similar or enhanced rates of infiltration and subsurface storage while offering durable prefrabricated structures. There are many varieties of proprietary infiltration BMPs that can be used for roads and parking lots, parks and open spaces, single and multi-family ,. residential, or mixed-use and commercial uses. �P Feasibility Screening Considerations Underground Infiltration • Infiltration bains shall pass infeasible screening criteria to Source:http://www.contech-cpi.com be considered for use. • Underground infiltration galleries pose a potential risk of groundwater contamination; pretreatment should be used. Opportunity Criteria • Soils are adequate for infiltration or can be amended to provide an adequate infiltration rate. • Appropriate for sites with limited surface space. • Can be placed beneath roads, parking lots, parks, and athletic fields. • Potential for groundwater contamination can be mitigated through isolation of pollutant sources, pretreatment of inflow, and/or demonstration of adequate treatment capacity of underlying soils. • Infiltration is into native soil, or depth of engineered fill is <_ 5 feet from the bottom of the facility to native material and infiltration into fill is approved by a geotechnical professional. • Tributary area land uses include mixed-use and commercial, sngle-family and multi-family, roads and parking lots, and parks and open spaces. High pollutant land uses should not be tributary to infiltration BMPs. OC-Specific Design Criteria and Considerations Placement of BMPs should observe geotechnical recommendations with respect to geological ❑ hazards (e.g. landslides, liquefaction zones, erosion, etc.) and set-backs (e.g., foundations, utilities, roadways, etc.) ❑ Minimum separation to mounded seasonally high groundwater of 10 feet shall be observed. ❑ Minimum pretreatment should be provided upstream of the infiltration facility, and water bypassing pretreatment should not be directed to the facility. ❑ Underground infiltration should not be used for drainage areas with high sediment production potential unless preceded by full treatment control with a BMP effective for sediment removal. ❑ Design infiltration rate should be determined as described in Appendix VII. ❑ Inspection ports or similar design features shall be provided to verify continued system performance and identify need for major maintenance. XIV-43 December 20,2013 TECHNICAL GUIDANCE DOCUMENT APPENDICES ❑ For infiltration facilities beneath roads and parking areas, structural requirements should meet H-20 load requirements. Computing Underground Infiltration Device Size Underground infiltration devices vary by design and by proprietary designs. The sizing method selected for use must be based on the BMP type it most strongly resembles. • For underground infiltration devices with open pore volume (e.g., vaults, crates, pipe sections, etc), sizing will be most similar to infiltration basins. • For underground infiltration devices with pore space (e.g., aggregate reservoirs), sizing will be most similar to permeable pavement. Additional References for Design Guidance • Los Angeles Unified School District (LAUSD) Stormwater Technical Manual, Chapter 5: http V/www.laschools.org/employee/design/fs-studies-and- reports/downloa d/white_pa per_re port_material/Storm_Water_Technical_Manual_2009-opt- red.pdf Version_id=76975850 XIV-44 December 20,2013 Efficient Irrigation SD-12 Design Objectives D Maximize Infiltration D Provide Retention D Slow Runoff 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 Resigning 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. January 2003 California Stormwater BMP Handbook 1 of 2 New Development and Redevelopment www.cabmphandbc)oks.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.cabmphandbc)oks.com Efficient Irrigation SD-12 Design Objectives 0 Maximize Infiltration Q Provide Retention AMR Q Slow Runoff 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 _999551 Waal- water � water conservation resolutions,which may include provision of water sensors,programmable irrigation times (for short cycles), etc. No CALIFORNIA z,77 WATER January 2003 California 5tormwater 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.cabm phand books.com Storm Drain Signage SD- 13 Design Objectives . Maximize Infiltration Provide Retention Slow Runoff Minimize Impervious Land Coverage 0 Prohibit Dumping of Improper Materials ter.... .__�. Contain Pollutants Collect and Convey 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. Resigning 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 L � 1 'ALF -MfOiATE January 2003 California Stormwater BMP Handbook 1 of 2 New Development and Redevelopment www.cabmphandbc)oks.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. 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.cabmphandbc)oks.com Drain Inserts MP-52 Description Design Considerations — Drain inserts are manufactured filters or fabric placed in a drop ■ Use with other BMPs inlet to remove sediment and debris. There are a multitude of ■ Fit and Seal Capacity within Inlet inserts of various shapes and configurations,typically falling into one of three different groups: socks,boxes, and trays. The sock consists of a fabric,usually constructed of polypropylene. The fabric may be attached to a frame or the grate of the inlet holds the sock. Socks are meant for vertical (drop) inlets. Boxes are constructed of plastic or wire mesh. Typically a polypropylene "bag"is placed in the wire mesh box. The bag takes the form of the box. Most box products are one box;that is,the setting area and filtration through media occur in the same box. Some products consist of one or more trays or mesh grates. The trays may hold different types of media. Filtration media vary by manufacturer. Types include polypropylene, porous polymer, treated cellulose, and activated carbon. California Experience Targeted Constituents The number of installations is unknown but likely exceeds a ✓ Sediment thousand. Some users have reported that these systems require ✓ Nutrients considerable maintenance to prevent plugging and bypass. ✓ Trash ✓ Metals Advantages Bacteria ■ Does not require additional space as inserts as the drain ,/ oil and Grease inlets are already a component of the standard drainage Organics systems. Removal Effectiveness ■ Easy access for inspection and maintenance. See New Development and Redevelopment Handbook-Section 5. ■ As there is no standing water,there is little concern for mosquito breeding. ■ A relatively inexpensive retrofit option. Limitations Performance is likely significantly less than treatment systems that are located at the end of the drainage system such as ponds and vaults. Usually not suitable for large areas or areas with trash or leaves than can plug the insert. Design and Sizing Guidelines Refer to manufacturer's guidelines. Drain inserts come any many configurations but can be placed into three general groups: socks,boxes, and trays. The sock consists of a fabric, usually constructed of polypropylene. The fabric may be attached to a frame or the grate of the inlet holds the sock. Socks are meant !kCalifornia S Q A for vertical (drop) inlets. Boxes are constructed of plastic or wire mesh. Typically a polypropylene"bag"is placed in the wire meshrmwater box. The bag takes the form of the box. Most box products areo,uality Association January 2003 California Stormwater BMP Handbook 1 of 3 New Development and Redevelopment www.cabmphandbooks.com MP-52 Drain Inserts one box; that is,the setting area and filtration through media occurs in the same box. One manufacturer has a double-box. Stormwater enters the first box where setting occurs. The stormwater flows into the second box where the filter media is located. Some products consist of one or more trays or mesh grates. The trays can hold different types of media. Filtration media vary with the manufacturer:types include polypropylene,porous polymer,treated cellulose, and activated carbon. Construction/Inspection Considerations Be certain that installation is done in a manner that makes certain that the stormwater enters the unit and does not leak around the perimeter. Leakage between the frame of the insert and the frame of the drain inlet can easily occur with vertical (drop)inlets. Performance Few products have performance data collected under field conditions. Siting Criteria It is recommended that inserts be used only for retrofit situations or as pretreatment where other treatment BMPs presented in this section area used. Additional Design Guidelines Follow guidelines provided by individual manufacturers. Maintenance Likely require frequent maintenance, on the order of several times per year. Cost ■ The initial cost of individual inserts ranges from less than $10o to about$2,000. The cost of using multiple units in curb inlet drains varies with the size of the inlet. ■ The low cost of inserts may tend to favor the use of these systems over other, more effective treatment BMPs. However,the low cost of each unit may be offset by the number of units that are required,more frequent maintenance, and the shorter structural life (and therefore replacement). References and Sources of Additional Information Hrachovec, R., and G. Minton, 2001, Field testing of a sock-type catch basin insert, Planet CPR, Seattle,Washington Interagency Catch Basin Insert Committee, Evaluation of Commercially-Available Catch Basin Inserts for the Treatment of Stormwater Runoff from Developed Sites, 1995 Larry Walker Associates,June 1998, NDMP Inlet/In-Line Control Measure Study Report Manufacturers literature Santa Monica(City), Santa Monica Bay Municipal Stormwater/Urban Runoff Project- Evaluation of Potential Catch basin Retrofits,Woodward Clyde, September 24, 1998 2 of 3 California Stormwater BMP Handbook January 2003 New Development and Redevelopment www.cabmphandbooks.com Drain Inserts MP-52 Woodward Clyde, June 11, 1996, Parking Lot Monitoring Report, Santa Clara Valley Nonpoint Source Pollution Control Program. January 2003 California Stormwater BMP Handbook 3 of 3 New Development and Redevelopment www.cabmphandbooks.com CONNECTOR PIPE SCREEN (CPS) L 3.7 BYPASS BYPASS LID HEIGHT (AS NEEDED PERFORATED SS FOLDED AT EDGES FOR MOUNTING (TYP) 16 GA5MM PERFORATED SS, SCREEN 51% OPEN HEl HT ONCRETE ANCHOR FOR MOUNTING JA STIFFENER SUPPORT BENDS ROUNDED SCREEN FLAT SCREEN ISO VIEW-L SHAPE CENTRAL PANEL CPS L WITH 3.7 FT SCREEN LENGTH CPS HEIGHT (IN) SCREEN FLOW (CFS) o e 12 5.26 18 9.66 24 14.88 30 20.80 36 27.35 NOTE.- BYPASS FLOW RATES VARY WITH VAULT TOTAL SCREEN LENGTH 3.7' --,j DEPTH AND BYPASS HEIGHT. CONTACT BIO CLEAN SPAN LENGTH = 32" FOR ADDITIONAL INFORMATION. COMPATIBLE WITH PIPES UP TO 024" 32 3,3.7" TOP SECTION VIEW-L SHAPE GENERAL NOTES INSTALLATION NOTES 1. BIO CLEAN TO PROVIDE ALL MATERIALS UNLESS 1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS, AND INCIDENTALS OTHERWISE NOTED. REQUIRED TO INSTALL THE CPS UNIT AND APPURTENANCES IN ACCORDANCE WITH 2. ALL DIMENSIONS, ELEVATIONS, SPECIFICATIONS, AND THIS DRAWING AND THE MANUFACTURERS SPECIFICATIONS, UNLESS OTHERWISE CAPACITIES ARE SUBJECT TO CHANGE. STATED IN MANUFACTURERS CONTRACT. 3. THIS CPS UNIT IS DESIGNED FOR TREATMENT FLOWS 2. POSITION THE CPS SO IT IS EVENLY SPACED AROUND THE CONNECTOR PIPE, THROUGH THE SCREEN. FLOWS GREATER THAN THE ENSURING A MIN. OF 4"SPACING AWAY FROM ANY CORNERS SCREEN BOTTOM TREATMENT FLOW RATE WILL BYPASS OBER THE SCREEN. SHALL BE FLUSH WITH THE CATCH BASIN FLOOR, OR WITH GAPS NO GREATER THAN 4. A BYPASS LID IS REQUIRED WHEN THE OUTLET PIPE IS 5 MM. DIRECTLY BELOW THE CURB OPENING. J. IF A BYPASS LID IS REQUIRED, VERIFY THE BYPASS HEIGHT NEEDED AND MARK THAT 5. CPS IS COMPRISED OF 304 STAINLESS STEEL. THICKNESS LOCATION ON THE WALL DIRECTLY ABOVE THE BASE UPRIGHTS. LIFT THE LID IN IS 16 GAUGE. SCREEN PERFORATIONS ARE 5 MILLIMETERS PLACE AND MARK THE HOLE LOCATIONS FOR THE LID MOUNTING BRACKETS SECURE IN DIAMETER. THE SCREEN AREA IS 51% OPEN SPACE. THE LID WITH STAINLESS STEEL NUTS WARRANTY- 3 YEAR MANUFACTURER'S MEETS FULL CAPTURE REQUIREMENTS J8/0 CLEAN ECENTRO,N 98 VIA EL OCTOS EANSIDECA92058 REVISIONS BiuwClean PHONE. 760-433-7640 REVISIONS. DA 7E.- DATE.• 1/17/2020 SCALE.• NTS REVISIONS. a47E.' aVnER.• G.M.S. UNITS = INCHES REVISIONS• aArE A Forterra Company Attachment D TGD Reference Exhibits LEGEND Orange County Precipitation Stations 24 Hour,85th Percenble Rainfall(Inches) 24 Hour,85th Percenble Rainfall(Inches)- Extrapolated E] City Boundaries Rainfall Zones Design Capture Storrn Depth(inches) 0.65" 0.7 0.75 0.80 ---10.85 0.90 PROJECT SITE 0.95 N" 1.00 ti 1.10., u Nper (celentler tleys)wlh greeter - tha,0 1—he,of,.,nf.11 ,„,,,,,•„ - For areas outside of ave lebletlete coverage profess anal dn- 0--.7 shall be appli- V 1'05--j --------------- =< lo t XVI-1 UUU -7 KE_ -- _ ', LEGEND d CityBoundaries Hydrologic Soil Groups ASoils 0 a a - d • ,,„, � B soils CSoils � o D Soils �U5 IS N t IR C t.n Sery ce(NRCS) S y 678 0 g C unty&Waste.Riverside tel/ O i ..�,..,. ., r;37 t � "•� ..L1' � o t tp br r _20Wo2-08 http..lv.b,a lsu rvey cs.usda ga pp Mame Page.Mm _ o m w r� m pcJ PROJECT a r t 0 o " l Q ^ o l• v K XVI-2a v a LEGEND a a ® � J City Boundariee s ° Hydrologic Soil Groups (t) • >° °°o„ ,• d° ��D Soils 9 v"=• D S-I N I Resources Con.,,.h.n Serv.(NRCS) S,I Survey soi11.618 Orange County&Western Riverside ``¢„, - a •1 D fp bfcation 200G02-08 (�} `^„ •`-� e. pp�,,b l,,,,y res us da g,, pp M pme Page.hfm 0 EA w r. e ac .mom e .. "^'^'°° � J). ° •«.... �� n ,ns � PROJECT SITE ��� �••u•�•• _ ° .. i ° Ir a o °m h , - a o � ° e vm K�ome�� XVI-2b a Z—FLEGEND I d City Boundaries y 1 = f•- ,:. Seismic Hazards '•_ o s ,�,, z Potential Landslide Area SH Z ne M.ps Cil/ Cil/ N 0 +M d c ev c in caoiogy snn-ay. Uri ....AsaNa0teD,�ssnd��02-0�2 01 de,asv, e g a ��9 PROJECT SITE ., •fix J $$�f f +x"':�° �• .,. 0 9G 40 XVI-2c LEGEND Depth To First Groundwater Contours E] City Boundaries M. OCWD Groundwater Basin Protection Boundary 0 N, r Note:not...not.v.d.blefor South Orange Countyatthistime. w � -t, SnSao f SP une F i- n fwn-ooa 1980. G{ cai� � avn G—IN-1s.NDO OO e • a —V PROJECT SITE • n o m � • o O r o v v m .m o wm e 0 o w e ��� ,• as 0 0°. m %� XVI-2d GEND •� •� Ciity Boundaries LE �1 y; �.•, - ;;� +` - �-j OCWD Groundwater Basin Protection Boundary � a - �' ,,,„. : +' „,,,,. # Depth To Groundwater O 0 _,_♦ l n.... _5' (�J Cm '� M9 x�.,. Note:Oataare not—ilablefor South Orange Coantyatthisti— Q 0 S 0 Q O • •`".� S,=,F Ile d G o 1980. ,.. u o. y ...✓� ,...: ' 'sCurt— s Geologic IS Ynrl Ge agy fi . 0 e ,,•!�, opo, a .m. � e,..,8 � 1 o d PROJECT SITE •, C�3 �w� O o � _ • •1 I O ` 1 • m tY 0 s --------------- . v r �{ h ry .. 0 �• ` oWIT a xz WV o S v o � e K omeiers / ..,. ... �. �♦ XVI-2e LEGEND E] CityBoundaries r D Groundwater Basin Protection Bounda a MJ �•»f num• tPlumeProtection Boundaries ry FM_1 North Basin Groundwater Protecton Project --y i-, � ����. _ FM_1 South Basin Groundwater Protection Project � Q El oro Marine Be. Marine Approximate Seleo um Contamination Area ...„. - ” ,. ... ,`.": ....., N t d d Ico t - r s,tesarenotplonetl. eotmcker tlatabase O 0 (Ehtpp.n t nt fT R b tlC C9 trol Envmslo tlatabase t t S t ntl other a ble sources w foriPu ent lisrng of tive con am)natetl stes. Gmuntlwater baso antl plume hrote t bo tl nes for " �» South Orange County are not s own on th s h b,t e 8 `• PROJECT SITE �.� - • O ' U o , t. v © r v h o o w o y v � _ ^ _ l r as 27, h ome ers - �Y �aE x ` � •r is �r XVI-2f LEGEND 4 ,l •� �___i OCWD Groundwater Basin Protection Boundary a a — � d City Boundaries e Infiltation Constraints 4 „ _tConstraint Q 0 2 Overlapping Constraints � ' 4 3 Overlapping Constraints 0 Q 4 Overlapping Constraints Q a 0 =e .�..°+,. '""`"" Xe•"� t\ anax<im �° +""�V i w Analyas Layers Inc de 1.Hydrolog-c So Gmap D 2.Lantls e lu -I �I Ha dZ 3.G antlwater mtec A 4.Appm.- t �—, , { `� Sel A s D pm to Groantlwat s q { Rg - r,iNt S 9tl tasets are nt exh f Th PPI t3 2' 5(l"�` r Iw y tl t rev—of avafable 3 pe fi -f rm f + ` slat t -fA f consim-nis as part ofa--ng the Peas bility of st m—ter-Off at- a l - ° PROJECT SITE � st.t, _ mimfon conso-am Analysis:PAceiceosmtec x o •I % `v A 9G a '•� r Q i 41 N6 9 h � —7 v a LLLL ev Kuome�° - aE ° ,^ XVI-2g SUSCEPTIBILITY MAP UPATE(FEB 2013) Susceptibility LI PtentialAreasofE1...,Habitat,& NorPhysical Structure SusceptibilityChannel T e na "arem�yEarth(0 stable) "9w� r PROJECT SITE Eadh(St.b,h-d) 59Tidel Influence-MeanHighWaterLine(428)Water BodyBasin a 0 oam � �Reservoir � Other Lands -AirporiMliltlary j/ / /� .-A-R—, ,0 " b—g" Uw 8Eeet 0 9,000 18,000 n Attachment E 2-Year HCOC Calculations INTR-011 Tustin, CA HCOC Calculations 2-Year, 24 hour storm even volume and Time of Concentration calculations were derived from the Orange County Hydrology Manual. The following equations were utilized: V2-YEAR=C(D)(A) C= Runoff Coefficient D = Mean Precipitation Depth for 24 Hours A=Area C=0.90(a;), for Intensities (1) less than or equal to FP a;= Ratio of Impervious areas to total area FP= Infiltration Rate for Pervious areas=0.30 * Refer to Orange County Hydrology Manual Section C.6.4 Intensity: I(t) = a(tb) a = 5.702 t= 1440 minutes (24 hours) b= -0.574 I(t = 1440) = 5.702(1440-0.174) = 0.0877 Depth: D(t) = a(tb) a =0.095 t= 1,440 minutes (24 hours) b= 0.426 D(t = 1440) = 0.095(1,440°.426) = 2. 104 in Existing Conditions a;=0.90 C=0.90(0.9) =0.81 A= 2.07 ac (90,213 sf) V2-YEAR-PRE=0.81(2.104 in)(90,213 sf)(1 ft/12 in) = 12,812 cf Proposed Conditions a;=0.80 C=0.90(0.8) =0.72 A= 2.07 ac (90,213 sf) V2-YEAR-POST=0.72(2.104 in)(90,213 sf)(1 ft/12 in) = 10,901 cf TcLIMITATIONS.' L 100 1. Maximum length = 1000 Feet Tc 1000 90 2. Maximum area = 10 Acres 5 (min) 900 80 a H Z3 70 v6 a $OQ 500][ w 400 300 700 w 60 c 4 0 200 7 a E 50 NLEoc sov 600 $ ° o It4- so 8 a a w m tl 04 m n E30 m CL 500 `� p cm 20 �,•� .- 35 a (i m io •. g CL ` LL IC PL; 4- , 7- 400 c 400 `a 30 lJndevelaped Good Co 2 # 0 - 350 25 ndeveloped •Po 13 a 0 Fair Cover 0 .6 14 e _ •• _ Undeveloped• .0 c .3 .•'• 15 9 Poor Cgv6r ,� a M 16 a -v 1$15 17 SinQ#e• Family l7 E 25[3 t .• (5-7 OU/AC] � • # 18—S 15 Commercial 90 19 •• (Paved " 14 •' m . K E�L 20 �+ u d 200 ,�3 •.'# m L-Fi-Tc-�K-Tc' o 12 ♦•• •• 25 U • 10 •� • 150 m Pi' Development 9 ••80- Apartment •• 75- Mobile Horne: 30 - 6 0 6 65- Condominium E 60- Single Family-5,000 tt2 Lot i` .'� 40- Single Family-1/4 Acre Lot 20- Singlie Family-i Acre Lot 35 6 15 - Developed Open ,pace 100 10 - Single Family-21/2 Acre Lot 40 5 ..... Pre Tc' = 6.5 m i n Post Tc' = 9.5 min 4 ORANGE COUNTY TIME OF CONCENTRATION NOMOGRAPH HYDROLOGY MANUAL FOR INITIAL SUBAREA D-4 Figure D-1 Attachment F Educational Materials For Education Materials, please visit Orange County Public Works website below: httos://cros.ocaov.com/aov/i)w/watersheds/oubliced Attachment G Geotechnical & Infiltration Evaluation GEOTECHNICAL AND INFILTRATION EVALUATION PROPOSED 40 UNIT RESIDENTIAL DEVELOPMENT 17802 IRVINE BOULEVARD TUSTIN, ORANGE COUNTY, CALIFORNIA PREPARED FOR INTRACORP SW, LLC 89S DOVE STREET, SUITE 400 NEWPORT BEACH, CALIFORNIA 92882 PREPARED BY GEOTEK, INC. I S48 NORTH MAPLE STREET NEWPORT BEACH, CALIFORNIA 92878 PROJECT NO. 2901-CR OCTOBER 20, 2021 GEOTEK GeoTek,Inc. 1548 North Maple Street,Corona,California 92878 (951)710-1160 Office (951)710-1167 Fax www.geotekusa.com October 20, 2021 Project No. 2901-CR Intracorp SW, LLC 895 Dove Street, Suite 400 Newport Beach, California 92882 Attention: Ms. Emile Simard, Project Manager Subject: Geotechnical and Infiltration Evaluation Proposed 40 Unit Residential Development APN 402-191-03 17802 Irvine Boulevard Tustin, Orange County, California Dear Ms. Simard: GeoTek, Inc. (GeoTek) is pleased to provide the results of this geotechnical and infiltration evaluation for the proposed project located in Tustin, Orange County, California. This report presents the results of GeoTek's evaluation, discussion of findings, and provides geotechnical recommendations for foundation design and construction. Based upon review and evaluation, site development appears feasible from a geotechnical viewpoint provided that the recommendations included in this report are incorporated into the design and construction phases of the project. GEOTECHNICAL I ENVIRONMENTAL I MATERIALS INTRACORP SW, LLC Project No. 2901-CR Geotechnical and Infiltration Evaluation October 20, 2021 Tustin, Orange County, California Page 2 The opportunity to be of service is sincerely appreciated. If you should have any questions, please do not hesitate to contact GeoTek. Respectfully submitted, GeoTek, Inc. f551� A. 0 tu er � o r 1z rt No. GE28t � s �xp. .� Olt OF C P, C C;p, P \J l Bruce A. Hick Edward H. LaMont GE 2244, Exp. 12/3 1/22 CEG 1892, Exp. 07/3 1/22 Geotechnical Engineer Principal Geologist Distribution: (1)Addressee via email (one PDF file) G:\Projects\28SI to 2900\2901 CR Intracorp SW, LLC 2020 East 1st St Tustin\Geotechnical and Infiltration Evaluation\2901 CR Geotechnical and Infiltration Evaluation 17802 Irvine Boulevard.doc jCT1' G E O T E K INTRACORP SW, LLC Project No. 2901-CR Geotechnical and Infiltration Evaluation October 20, 2021 Tustin, Orange County, California Page i TABLE OF CONTENTS I. PURPOSE AND SCOPE OF SERVICES.......................................................................................................1 2. SITE DESCRIPTION AND PROPOSED DEVELOPMENT.....................................................................1 2.1 SITE DESCRIPTION..........................................................................................................................................1 2.2 PROJECT DESCRIPTION...................................................................................................................................2 3. FIELD EXPLORATION AND LABORATORY TESTING.......................................................................2 3.1 FIELD EXPLORATION......................................................................................................................................2 3.2 LABORATORY TESTING..................................................................................................................................4 4. GEOLOGIC AND SOILS CONDITIONS....................................................................................................4 4.1 REGIONAL SETTING........................................................................................................................................4 4.2 GENERAL SOIL CONDITIONS ..........................................................................................................................5 4.2.1 Artificial Fill............................................................................................................................................5 4.2.2 Alluvium.................................................................................................................................................5 4.3 SURFACE WATER AND GROUNDWATER.........................................................................................................6 4.3.1 Surface Water.......................................................................................................................................6 4.3.2 Groundwater..........................................................................................................................................6 4.4 FAULTING AND SEISMICITY............................................................................................................................6 4.4.1 Faulting..................................................................................................................................................6 4.4.2 Seismic Design Parameters.....................................................................................................................6 4.5 LIQUEFACTION...............................................................................................................................................7 4.6 OTHER SEISMIC HAZARDS..............................................................................................................................8 S. CONCLUSIONS AND RECOMMENDATIONS........................................................................................8 5.1 GENERAL.......................................................................................................................................................8 5.2 EARTHWORK CONSIDERATIONS.....................................................................................................................8 5.2.1 General..................................................................................................................................................8 5.2.2 Site Clearing...........................................................................................................................................9 5.2.3 Site Preparation.....................................................................................................................................9 5.2.4 Engineered Fill......................................................................................................................................10 5.2.5 Oversized Rock Disposal.......................................................................................................................10 5.2.6 Excavation Characteristics....................................................................................................................10 5.2.7 Trench Excavations and Backfill............................................................................................................10 5.2.8 Shrinkage and Bulking..........................................................................................................................11 5.2.9 Grading Plan Review.............................................................................................................................11 5.3 DESIGN RECOMMENDATIONS.......................................................................................................................11 5.3.1 Foundation Design Criteria....................................................................................................................11 5.4 RETAINING AND GARDEN WALL DESIGN AND CONSTRUCTION....................................................................15 5.5 PRELIMINARY PAVEMENT DESIGN RECOMMENDATIONS..............................................................................18 5.6 CONCRETE CONSTRUCTION..........................................................................................................................19 5.6.1 General................................................................................................................................................19 5.6.2 Concrete Mix Design............................................................................................................................19 5.6.3 Concrete Flotwork................................................................................................................................19 5.6.4 Concrete Performance..........................................................................................................................19 5.7 PLAN REVIEW AND CONSTRUCTION OBSERVATIONS ...................................................................................20 GEOTEK,G, INTRACORP SW, LLC Project No. 2901-CR Geotechnical and Infiltration Evaluation October 20, 2021 Tustin, Orange County, California Page ii TABLE OF CONTENTS 6. INTENT..............................................................................................................................................................21 7. LIMITATIONS..................................................................................................................................................21 8. SELECTED REFERENCES.............................................................................................................................22 ENCLOSURES Figure I — Site Location Map Figure 2 — Exploration Location Map Appendix A— Log of Exploratory Borings Appendix B — Results of Laboratory Testing Appendix C — Percolation Data & Porchet Calculations Appendix D — General Earthwork Grading Guidelines GEOTEK'G, INTRACORP SW, LLC Project No. 2901-CR Geotechnical and Infiltration Evaluation October 20, 2021 Tustin, Orange County, California Page I 1 . PURPOSE AND SCOPE OF SERVICES The purpose of this study was to evaluate the geotechnical engineering and geologic conditions at the project site, as outlined in GeoTek's proposal P-090252 I-CR, dated September 13, 2021. Services provided for this study included the following: ■ Research and review of available geologic data and general information pertinent to the site, ■ Site exploration consisting of the excavation, logging, and sampling of five (5) exploratory test borings extending to depths ranging from about 21.0 to 27.0 feet below grade, ■ Excavation of two (2) additional borings to depths of about 5 feet below grade and performing an infiltration test in each boring, ■ Laboratory testing of soil samples collected during the field investigation, ■ Review and evaluation of site seismicity, and ■ Preparation of this geotechnical report which presents GeoTek's findings, conclusions, and recommendations for this site. 2. SITE DESCRIPTION AND PROPOSED DEVELOPMENT 2.1 SITE DESCRIPTION The approximate 2.1-acre rectangular-shaped project site is located on the south side of Irvine Boulevard, east of Prospect Avenue, and is referenced by the street addresses of 17802 and 17842 Irvine Boulevard, Tustin, Orange County, California. The site is also referenced as Assessor's Parcel Numbers (APN's) 401-141-13 and 401-141-57. The site is currently developed with two (2) "L"-shaped two-story office/commercial buildings in the central portion of the site with asphalt surface parking areas and access lanes in the surrounding the buildings, which will all be razed. The site is situated within a mixed used development area (commercial, recreation, single-family and multi-family). 'r� G E O T E K INTRACORP SW, LLC Project No. 2901-CR Geotechnical and Infiltration Evaluation October 20, 2021 Tustin, Orange County, California Page 2 Topographically, the site slopes gently downward to the north towards Tustin Boulevard with less than five feet of elevation differential across the property. It is anticipated that numerous utility lines exist within the property. 2.2 PROJECT DESCRIPTION According to the Illustrative Site Plan, prepared by Bassenian I Lagoni Architecture, dated September 8, 2021, the property will be developed with 40 units: eight (8) detached single- family dwellings and sixteen (16) sets of paired single-family dwellings. The structures are anticipated to be up to three stories in height, of wood-framed construction, and will utilize concrete slab-on-grade floors and shallow foundations. Sewage is anticipated to be by a public sewer system. Cuts and fills are estimated to be less than three feet in height. In addition, it is anticipated that stormwater at the site may be managed via relatively shallow infiltration systems. Specific location and depths of these systems are unknown currently, but assumed to be located in open spaces planned to be located in the southwestern and southeastern edges of the proposed development. For the purposes of this report, it is assumed maximum column and wall loads will be about 100 kips and 3.5 kips per foot, respectively. Once actual loads are known that information should be provided to GeoTek to determine if modifications to the recommendations presented in this report are warranted. Based upon past experience, grading of the site will involve cuts and fills generally less than about 5 feet in height, not including any recommended remedial grading. If site development differs from the assumptions made herein, the recommendations included in this report should be subject to further review and evaluation. Site development plans should be reviewed by GeoTek when they become available. 3. FIELD EXPLORATION AND LABORATORY TESTING 3.1 FIELD EXPLORATION The field exploration for this report was conducted on October 5, 2021 and consisted of excavating five (5) geotechnical exploratory test borings (Borings B-I through B-5) with a 'r� G E O T E K INTRACORP SW, LLC Project No. 2901-CR Geotechnical and Infiltration Evaluation October 20, 2021 Tustin, Orange County, California Page 3 hollow-stem drill rig to depths ranging from about 21.0 to 27 feet below grade. Boring B-5 was terminated at a depth less than the planned depth due to refusal. The approximate locations of the GeoTek borings are shown on the Exploration Location Map (Figure 2). A geologist from GeoTek logged the excavations and collected soil samples for use in subsequent laboratory testing. The logs of the exploratory borings are included in Appendix A. In-place sampling in the upper 5' of the borings was limited due to need to hand-auger the holes to confirm no underground utility lines were present. Bulk samples of these soils were locally collected and tested. Relatively undisturbed soil samples were recovered at various intervals in the geotechnical borings with a California sampler. The California sampler is a 3-inch outside diameter, 2.5-inch inside diameter, split barrel sampler lined with brass rings. The sampler was 18 inches long. The sampler conformed to the requirements of ASTM D 3550. A 140-pound automatic trip hammer was utilized, dropping 30 inches for each blow. The relatively undisturbed samples, together with bulk samples of representative soil types, were returned to the laboratory for testing and evaluation. The California sampler test data are presented on the logs. Percolation Testing In addition to the geotechnical exploratory borings, two (2) borings (1-1 and 1-2) were excavated in the area of the anticipated storm water control systems as designated by the project developer. The infiltration test borings were drilled to a depth of about 5 feet below the existing ground surface at the test locations. Infiltration/percolation testing was conducted in these borings in general accordance with the requirements of the County of Orange. The percolation tests consisted of drilling an eight-inch diameter test hole to the desired depth and installing approximately two inches of gravel in the bottom of the hole. A three-inch diameter perforated PVC pipe, wrapped in a filter sock, was placed in the excavations and the annular space was filled with gravel to prevent caving within the boring. Water was then placed in the borings to presoak the holes and percolation testing was performed the following the pre-soak period. Following presoaking, the percolation tests were performed which consisted of adding water to each test hole and measuring the water drop over a 10-minute period. The water drop was recorded for six test intervals. Water was added to the test holes after each test interval. The field percolation rates were then converted to an infiltration rate using the Porchet Method. The infiltration rates calculated using the Porchet Method are presented in the following table: G E O T E K INTRACORP SW, LLC Project No. 2901-CR Geotechnical and Infiltration Evaluation October 20, 2021 Tustin, Orange County, California Page 4 SUMMARY OF INFILTRATION RATES Boring Depth of Test Infiltration Rate (Inches (Feet) per hour) 1-1 5 1.76 1-2 5 1.76 The results of the conversions indicate an infiltration rate of 1.76 inch per hour. Copies of the percolation data sheets and the Porchet infiltration rate conversion calculations are presented in Appendix C. No factors of safety were applied to the rates provided. Over the lifetime of the infiltration areas, the infiltration rates may be affected by sediment build up and biological activities, as well as local variations in near surface soil conditions. A suitable factor of safety should be applied to the field rate in designing the infiltration system. It should be noted that the infiltration rates provided above were performed in relatively undisturbed on-site soils. Infiltration rates will vary and are mostly dependent on the underlying consistency of the site soils and relative density. Infiltration rates may be impacted by weight of equipment travelling over the soils, placement of engineered fill and other various factors. GeoTek assumes no responsibility or liability for the ultimate design or performance of the storm water facility. 3.2 LABORATORY TESTING Laboratory testing was performed on selected relatively undisturbed ring and bulk samples collected during the field exploration. The purpose of the laboratory testing was to confirm the field classification of the materials encountered and to evaluate their physical properties for use in the engineering design and analysis. Results of the laboratory testing program along with a brief description and relevant information regarding testing procedures are included on the exploratory borings logs included in Appendix A. 4. GEOLOGIC AND SOILS CONDITIONS 4.1 REGIONAL SETTING The subject property is situated in the Peninsular Ranges geomorphic province. The Peninsular Ranges province is one of the largest geomorphic units in western North America. It extends approximately 975 miles south of the Transverse Ranges geomorphic province to the tip of 'r� G E O T E K INTRACORP SW, LLC Project No. 2901-CR Geotechnical and Infiltration Evaluation October 20, 2021 Tustin, Orange County, California Page 5 Baja California. This province varies in width from about 30 to 100 miles. It is bounded on the west by the Pacific Ocean, on the south by the Gulf of California and on the east by the Colorado Desert Province. The Peninsular Ranges are essentially a series of northwest-southeast oriented fault blocks. Several major fault zones are found in this province. The Elsinore Fault zone and the San Jacinto Fault zone trend northwest-southeast and are found near the middle of the province. The San Andreas Fault zone borders the northeasterly margin of the province. More specific to the subject property, the site is in an area geologically mapped to be underlain by alluvium (Dibblee, T.W. and Minch,J.A., 2003). No active faults are shown in the immediate site vicinity on the maps reviewed for the area. 4.2 GENERAL SOIL CONDITIONS A brief description of the earth materials encountered is presented in the following section. Based on the site reconnaissance, the exploratory excavations and review of published geologic maps, the area investigated is locally underlain by alluvial soils that is locally overlain by artificial fill. 4.2.1 Artificial Fill Artificial fill (asphalt concrete pavement sections consisting of asphalt concrete and aggregate base) was encountered at the surface of all of the exploratory and infiltration borings. As the project site contains existing structures, pavements, utilities and other infrastructure improvements, artificial fill is anticipated to be present in unexplored areas of the project site. 4.2.2 Alluvium Alluvium was encountered beneath the pavement sections in all the exploratory and infiltration test borings. The alluvium was found to consist of interbedded layers of silty sands, relatively clean and gravelly sands and sandy gravels, (SM, SP, and GP soil types based upon the Unified Soil Classification System). The coarse-grained alluvium was found to be medium dense to very dense. Based on the results of laboratory testing, the upper site soils are considered to have a "very low" (0-20) expansion potential (ASTM D 4829). Based on the laboratory test results, the near surface soils have a soluble sulfate content of less than 0.1 percent (ASTM D 4327). The test results are provided in Appendix B. G E O T E K INTRACORP SW, LLC Project No. 2901-CR Geotechnical and Infiltration Evaluation October 20, 2021 Tustin, Orange County, California Page 6 4.3 SURFACE WATER AND GROUNDWATER 4.3.1 Surface Water If encountered during earthwork operations, surface water on this site is the result of precipitation or possibly some minor surface run-off from the surrounding areas. Overall site area drainage varies due to the site topography. Provisions for surface drainage will need to be accounted for by the project civil engineer. 4.3.2 Groundwater Groundwater was not encountered within any of the test borings drilled at the site (maximum depth explored of 27 feet). Based on review of available data, it is estimated that the depth to high groundwater at the site is greater than about 50 feet below grade. Based on the results of the field exploration, review of site area geomorphology and geology, groundwater is not anticipated to adversely affect the proposed improvements. 4.4 FAULTING AND SEISMICITY 4.4.1 Faulting The geologic structure of the entire California area is dominated mainly by northwest-trending faults associated with the San Andreas system. The site is in a seismically active region. However, the site is not situated within a State of California designated "Alquist-Priolo" Earthquake Fault Zone. The nearest known active fault is the Newport-Inglewood fault zone located about 10 miles to the southwest. 4.4.2 Seismic Design Parameters The site is located at approximately 33.7479 degrees West Latitude and -117.8214 degrees North Longitude. Site spectral accelerations (Sa and Si), for 0.2 and 1.0 second periods for a Class "D" site, was determined from the SEAOC/OSHPD web interface that utilizes the USGS web services and retrieves the seismic design data and presents that information in a report format. Using the ASCE 7-16 option on the SEAOC/OSHPD website results in the values for SM, and Sp, reported as "null-See Section 11.4.8" (of ASCE 7-16). As noted in ASCE 7-16, Section 11.4.8, a site-specific ground motion procedure is recommended for Site Class D when the value S, exceeds 0.2. The value S, for the subject site exceeds 0.2. For a site Class D, an exception to performing a site-specific ground motion analysis is allowed in ASCE 7-16 where S, exceeds 0.2 provided the value of the seismic response coefficient, Cs, 'r� G E O T E K INTRACORP SW, LLC Project No. 2901-CR Geotechnical and Infiltration Evaluation October 20, 2021 Tustin, Orange County, California Page 7 is conservatively calculated by Eq 12.8-2 of ASCE 7-16 for values of T<_I.5Ts and taken as equal to 1.5 times the value computed in accordance with either Eq. 12.8-3 for TL>_T>I.5Ts or Eq. 12.8-4 for T>TL. The results, based on the 2015 NEHRP and the 2019 CBC, are presented in the following table as it is assumed that the exception as allowed in ASCE 7-16 is applicable. If the exception is deemed not appropriate, a site-specific ground motion analysis will be required. SITE SEISMIC PARAMETERS Mapped 0.2 sec Period Spectral Acceleration, SS 1.291 Mapped 1.0 sec Period Spectral Acceleration, S, 0.461 Site Coefficient for Site Class "D", Fa I Site Coefficient for Site Class "D", Fv 1.839 Maximum Considered Earthquake Spectral Response 1.291g Acceleration for 0.2 Second, SMS Maximum Considered Earthquake Spectral Response 0.8478 Acceleration for 1.0 Second, SM, 5% Damped Design Spectral Response Acceleration Parameter 0.861 at 0.2 Second, SDS 5% Damped Design Spectral Response Acceleration Parameter 0.565 at I second, SD, Peak Ground Acceleration PGAr, 0.592 Seismic Design Category D Final selection of the appropriate seismic design coefficients should be made by the project structural engineer based upon the local practices and ordinances, expected building response and desired level of conservatism. 4.5 LIQUEFACTION Liquefaction describes a phenomenon in which cyclic stresses, produced by earthquake-induced ground motion, create excess pore pressures in relatively cohesionless and some low-plastic silt and clay soils. These soils may thereby acquire a high degree of mobility, which can lead to lateral movement, sliding, settlement of loose sediments, sand boils and other damaging deformations. This phenomenon occurs only below the water table, but, after liquefaction occurs, the liquefied soil/water matrix can propagate upward into overlying non-saturated soil as excess pore water dissipates. The factors known to influence liquefaction potential include soil type and grain size, relative density, plasticity, groundwater level, confining pressures, and both intensity and duration of ground shaking. In general, materials that are susceptible to liquefaction are loose, saturated 'r� G E O T E K INTRACORP SW, LLC Project No. 2901-CR Geotechnical and Infiltration Evaluation October 20, 2021 Tustin, Orange County, California Page 8 granular soils having low fines content under low confining pressures and some low plastic silts and clays. Based on a review of the Orange County Parcel Report, the site is not located within an area mapped as being susceptible to liquefaction. Based on the current mapping by Orange County and the lack of shallow groundwater, it is GeoTek's opinion that the site is not susceptible to liquefaction during a seismic event. Due to the dense/very dense nature of the underlying alluvium, seismic induced ("dry sand") settlements are estimated to be minimal. 4.6 OTHER SEISMIC HAZARDS Due to the general flat terrain, the potential for seismic induced landslides or lateral spreading is considered nil. The potential for secondary seismic hazards such as a seiche and tsunami is considered negligible due to site elevation and distance from an open body of water. S. CONCLUSIONS AND RECOMMENDATIONS 5.1 GENERAL Development of the site appears feasible from a geotechnical engineering viewpoint. The following recommendations should be incorporated into the design and construction phases of development. 5.2 EARTHWORK CONSIDERATIONS 5.2.1 General Earthwork and grading should be performed in accordance with the applicable grading ordinances of the County of Orange, City of Tustin, the 2019 California Building Code (CBC), and recommendations contained in this report. The Grading Guidelines included in Appendix D outline general procedures and do not anticipate all site-specific situations. In the event of conflict, the recommendations presented in the text of this report should supersede those contained in Appendix D. G E O T E K INTRACORP SW, LLC Project No. 2901-CR Geotechnical and Infiltration Evaluation October 20, 2021 Tustin, Orange County, California Page 9 5.2.2 Site Clearing Initial site preparation should commence with removal of debris, existing structures, pavements, underground utilities, foundations, slabs-on-grade, deleterious materials and vegetation within the limits of the planned improvements. Demolition of the existing buildings should include removal of all shallow foundations, floor slabs and any of below-grade construction. If the existing building is supported by deep foundations, it is recommended that those foundation units be cut-off at least 3 feet below all new building foundations and floor slabs and one foot beneath all future utility lines. Existing utilities, not planned for re-use, should be capped off at the property boundaries and removed. All materials generated by demolition and site clearing operations should be properly disposed of off-site. Concrete and asphalt generated from razing the existing site structures may be used for fill if properly prepared (broken down into suitable size), with any deleterious materials (i.e. rebar or reinforcement) removed. Placement of this material as part of engineered fill on the project site should also be with approval from the grading inspector and the geotechnical engineer of record. Voids resulting from removing any materials should be replaced with engineered fill materials with expansion characteristics similar to the onsite materials. 5.2.3 Site Preparation Demolition and removal of the existing on-site structure foundations, slabs and utility lines is anticipated to disturb the upper site soils. Due to the anticipated site demolition and the non- uniform nature of the near-surface upper younger alluvium, it is recommended that the soils be removed beneath the planned building footprint to a depth of at least five (5) feet below existing grade, or three (3) feet below the base of the proposed foundations, whichever is greater. The lateral extent of this recommended over-excavation should extend at least 5 feet beyond the building limits. Removal bottoms should be relatively uniform in soil type which is not visibly porous and having an in-place density of at least 85 percent of the soil's maximum dry density as determined by ASTM D 1557 test procedures. Following site clearing operations, over-excavation and lowering of site grades, where necessary, it is recommended that the exposed subgrade soils beneath all surface improvements be proof rolled with a heavy rubber-tired piece of construction equipment approved by and in the presence of the geotechnical engineering representative. The proof rolling equipment should possess a minimum weight of 15 tons and proof rolling should include at least 4 passes, two in each perpendicular direction. All soil that ruts or excessively deflects during proof rolling should be removed as recommended by the GeoTek representative. Following proof rolling and removal of any unsuitable bearing soil, the exposed subgrade should be scarified to a depth of about 12 inches, be moisture conditioned to slightly above the soil's optimum moisture content and then be compacted to at least 90 percent of the soil's maximum dry density as determined by ASTM D-1557 test procedures. 'r� G E O T E K INTRACORP SW, LLC Project No. 2901-CR Geotechnical and Infiltration Evaluation October 20, 2021 Tustin, Orange County, California Page 10 5.2.4 Engineered Fill The on-site soils are generally considered suitable for reuse as engineered fill provided they are free from vegetation, debris, oversized materials (-6 inches) and other deleterious material. All areas should be brought to final subgrade elevations with fill materials that are placed and compacted in general accordance with minimum project standards. Engineered fill should be placed in 6-to-8-inch loose lifts, moisture conditioned to about three percent above the optimum moisture content and compacted to a minimum relative compaction of 90 percent as determined by ASTM D-1557 test procedures. If wet soils are encountered during remedial grading, methods for drying soils such as stockpiling or mixing with dry soils may be required to bring the soils to the required moisture content for placement as engineered fill. Placement of engineered fill should be observed and tested on a full-time basis by a GeoTek representative during grading activities. 5.2.5 Oversized Rock Disposal Oversized cobbles, bounders and rock fragments may be encountered during rough grading and utility trench operations. On-site disposal of oversized materials is possible, provided the oversized materials are placed as recommended on Plate 4 within Appendix D. Alternatively, over-sized materials can be exported from the site. 5.2.6 Excavation Characteristics Excavations in the on-site soils should be readily accomplished with heavy-duty earthmoving or excavating equipment in good operating condition. All excavations should be formed in accordance with current Cal-OSHA requirements. 5.2.7 Trench Excavations and Backfill Temporary trench excavations within the on-site materials should be stable at a 1:1 inclination for short durations during construction and where cuts do not exceed 15 feet in height. Deeper temporary excavations should be reviewed by GeoTek prior to their planned excavation to determine if supplemental recommendations or analysis are warranted. It is anticipated that temporary cuts to a maximum height of 4 feet can be excavated vertically. Trench excavations should conform to Cal-OSHA regulations. The contractor should have a competent person, per OSHA requirements, on site during construction to observe conditions and to make the appropriate recommendations. Utility trench backfill should be compacted to at least 90 percent relative compaction (as determined by ASTM D-1557 test procedures). Under-slab trenches should also be compacted to project specifications. Where applicable, based on jurisdictional requirements, 'r� G E O T E K INTRACORP SW, LLC Project No. 2901-CR Geotechnical and Infiltration Evaluation October 20, 2021 Tustin, Orange County, California Page I I the top 12 inches of backfill below subgrade for road pavements should be compacted to at least 95 percent relative compaction. On-site materials may not be suitable for use as bedding material but should be suitable as backfill provided particles larger than 6 inches are removed. Compaction should be achieved with a mechanical compaction device. Ponding or jetting of trench backfill is not recommended. If backfill soils have dried out, they should be properly moisture conditioned prior to placement in trenches. 5.2.8 Shrinkage and Bulking Several factors will impact earthwork balancing on the site, including shrinkage, subsidence, trench spoil from utilities and footing excavations, as well as the accuracy of topography. Site demolition and infrastructure removal operations may impact site earthwork quantities and needs to be accounted for. Shrinkage is primarily dependent upon the degree of compactive effort achieved during construction. For planning purposes, a shrinkage factor of 5 to 10 percent may be considered for the soils excavated or scarified and used as compacted fill. Site balance areas should be available in order to adjust project grades, depending on actual field conditions at the conclusion of site earthwork construction. A subsidence loss of up to about 0.2 foot is estimated for the site. 5.2.9 Grading Plan Review Upon completion of the site grading plans, it is recommended that those plans be provided to GeoTek for review. Based on that review, some modifications to the recommendations provided in this report may be necessary. 5.3 DESIGN RECOMMENDATIONS 5.3.1 Foundation Design Criteria Foundation design criteria for a conventional foundation system, in general conformance with the 2019 CBC, are presented herein. These are typical design criteria and are not intended to supersede the design by the structural engineer. 'r� G E O T E K INTRACORP SW, LLC Project No. 2901-CR Geotechnical and Infiltration Evaluation October 20, 2021 Tustin, Orange County, California Page 12 Design Parameter "Very Low" Expansion Potential (0<_EI<_21) Foundation Depth or Minimum Perimeter Beam 12— I and 2 Story Depth (inches below lowest adjacent grade) 18—Three-Story 12— I Story Minimum Foundation Width (Inches)* 15—2 Story 18— 3 Story Minimum Slab Thickness (actual) 4 inches (actual) 6"x 6"—W 1.4/W 1.4 welded wire fabric or Minimum Slab Reinforcing No. 3 reinforcing bars at 24 inches on center each way laced in middle of slab Minimum Footing Reinforcement Two No. 4 Reinforcing Bars, one top and one bottom Effective Plasticity Index** N/A Presaturation of Subgrade Soil Minimum 100% of the optimum moisture content to a (Percent of Optimum/Depth in inches) depth of at least 12 inches prior to placing concrete *Code minimums per Table 1809.7 of the 2019 CBC should be complied with. **Effective Plasticity Index should be verified at the completion of the rough grading It should be noted that the criteria provided are based on soil support characteristics only. The structural engineer should design the slab and beam reinforcement based on actual loading conditions. It should be noted that the criteria provided are based on soil support characteristics only. The structural engineer should design the slab and beam reinforcement based on actual loading conditions. 5.3.1.1 An allowable bearing capacity of 2,500 pounds per square foot (psf) may be used for design of continuous and perimeter footings 12 inches deep and 12 inches wide, and pad footings 24 inches square and 12 inches deep. This allowable soil bearing capacity may be increased by 200 psf for each additional foot of footing depth and 200 psf for each additional foot of footing width to a maximum value of 3,500 psf. An increase of one-third may be applied when considering short-term live loads (e.g., seismic and wind loads). 5.3.1.2 Structural foundations should be designed in accordance with the 2019 CBC, and to withstand a total static settlement of I inch and maximum differential static settlement of one-half of the total settlement over a horizontal distance of 40 feet. 5.3.1.3 The passive earth pressure may be computed as an equivalent fluid having a density of 275 psf per foot of depth, to a maximum earth pressure of 2,750 psf for footings founded on engineered fill or competent native soil. A coefficient of friction between 'r� G E O T E K INTRACORP SW, LLC Project No. 2901-CR Geotechnical and Infiltration Evaluation October 20, 2021 Tustin, Orange County, California Page 13 soil and concrete of 0.3 may be used with dead load forces. When combining passive pressure and frictional resistance, the passive pressure component should be reduced by one-third. The upper one foot of soil should be ignored in the passive pressure calculations unless the surface is covered with pavements. 5.3.1.4 A grade beam, a minimum of 12 inches wide and 18 inches deep, should be utilized across large entrances. The base of the grade beam should be at the same elevation as the bottom of the adjoining footings. 5.3.1.5 A moisture and vapor retarding system should be placed below slabs-on-grade where moisture migration through the slab is undesirable. Guidelines for these are provided in the 2019 California Green Building Standards Code (CALGreen) Section 4.505.2, the 2019 CBC Section 1907.1 and ACI 360R-10. The vapor retarder design and construction should also meet the requirements of ASTM E 1643. A portion of the vapor retarder design should be the implementation of a moisture vapor retardant membrane. It should be realized that the effectiveness of the vapor retarding membrane can be adversely impacted as a result of construction related punctures (e.g., stake penetrations, tears, punctures from walking on the vapor retarder placed atop the underlying aggregate layer, etc.). These occurrences should be limited as much as possible during construction. Thicker membranes are generally more resistant to accidental puncture than thinner ones. Products specifically designed for use as moisture/vapor retarders may also be more puncture resistant. Although the CBC specifies a 6-mil vapor retarder membrane, it is GeoTek's opinion that a minimum 10 mil thick membrane with joints properly overlapped and sealed should be considered, unless otherwise specified by the slab design professional. The membrane should consist of Stego wrap or the equivalent. Moisture and vapor retarding systems are intended to provide a certain level of resistance to vapor and moisture transmission through the concrete, but do not eliminate it. The acceptable level of moisture transmission through the slab is to a large extent based on the type of flooring used and environmental conditions. Ultimately, the vapor retarding system should be comprised of suitable elements to limited migration of water and reduce transmission of water vapor through the slab to acceptable levels. The selected elements should have suitable properties (i.e., thickness, composition, strength, and permeability) to achieve the desired performance level. G E O T E K INTRACORP SW, LLC Project No. 2901-CR Geotechnical and Infiltration Evaluation October 20, 2021 Tustin, Orange County, California Page 14 Moisture retarders can reduce, but not eliminate, moisture vapor rise from the underlying soils up through the slab. Moisture retarder systems should be designed and constructed in accordance with applicable American Concrete Institute, Portland Cement Association, Post-Tensioning Concrete Institute, ASTM and California Building Code requirements and guidelines. GeoTek recommends that a qualified person, such as the flooring contractor, structural engineer, architect, and/or other experts specializing in moisture control within the building be consulted to evaluate the general and specific moisture and vapor transmission paths and associated potential impact on the proposed construction. That person (or persons) should provide recommendations relative to the slab moisture and vapor retarder systems and for migration of potential adverse impact of moisture vapor transmission on various components of the structures, as deemed appropriate. In addition, the recommendations in this report and GeoTek's services in general are not intended to address mold prevention; since GeoTek, along with geotechnical consultants in general, do not practice in the area of mold prevention. If specific recommendations addressing potential mold issues are desired, then a professional mold prevention consultant should be contacted. It is recommended that control joints be placed in two directions spaced approximately 24 to 36 times the thickness of the slab in inches. These joints are a widely accepted means to control cracks and should be reviewed by the project structural engineer. 5.3.2 Miscellaneous Foundation Recommendations 5.3.2.1 To reduce moisture penetration beneath the slab on grade areas, utility trench excavations should be backfilled with engineered fill, lean concrete or concrete slurry where they intercept the perimeter footing or thickened slab edge. 5.3.2.2 Soils from the footing excavations should not be placed in the slab-on-grade areas unless properly compacted and tested. The excavations should be free of loose/sloughed materials and be neatly trimmed at the time of concrete placement. 5.3.3 Foundation Setbacks Minimum setbacks for all foundations should comply with the 2019 CBC or County of Orange requirements, whichever is more stringent. Improvements not conforming to these setbacks 'r� G E O T E K INTRACORP SW, LLC Project No. 2901-CR Geotechnical and Infiltration Evaluation October 20, 2021 Tustin, Orange County, California Page 15 are subject to the increased likelihood of excessive lateral movements and/or differential settlements. If large enough, these movements can compromise the integrity of the improvements. The top outside edge of all footings should be set back a minimum of H/3 (where H is the slope height) from the face of any descending slope. The setback should be at least five feet and need not exceed 40 feet. 5.3.4 Soil Corrosivity The soil resistivity at this site was tested in the laboratory on samples collected during the field investigation. The results of the testing indicate that the on-site soils are considered "corrosive" (3,283 ohm-cm) (Roberge, 2000) to buried ferrous metal in accordance with current standards used by corrosion engineers. It is recommended that a corrosion engineer be consulted to provide recommendations for the protection of buried ferrous metal at this site. 5.3.5 Soil Sulfate Content The sulfate content was determined in the laboratory on samples collected during the field investigation. The results indicate that the soil water-soluble sulfate content is less than 0.1 percent by weight, which is considered "negligible" as per Table 4.2.1 of ACI 318. Based on the test results and Table 4.3.1 of ACI 318, no special recommendations for concrete are required for this project due to soil sulfate exposure. 5.4 RETAINING AND GARDEN WALL DESIGN AND CONSTRUCTION 5.4.1.1 General Design Criteria Recommendations presented in this report apply to typical masonry or concrete vertical retaining walls to a maximum height of up to six (6) feet. Additional review and recommendations should be requested for higher walls. These are typical design criteria and are not intended to supersede the design by the structural engineer. Retaining wall foundations should be embedded a minimum of 18 inches into engineered fill and/or competent native soil. Retaining wall foundations should be designed in accordance with Section 5.3 of this report. Structural needs may govern and should be evaluated by the project structural engineer. All earth retention structure plans, as applicable, should be reviewed by this office prior to finalization. G E O T E K INTRACORP SW, LLC Project No. 2901-CR Geotechnical and Infiltration Evaluation October 20, 2021 Tustin, Orange County, California Page 16 Earthwork considerations, site clearing and remedial earthwork for all earth retention structures should meet the requirements of this report, unless specifically provided otherwise, or more stringent requirements or recommendations are made by the designer. The backfill material placement for all earth retention structures should meet the requirement of Section 5.2.4 in this report. In general, cantilever earth retention structures, which are designed to yield at least 0.001 H, where H is equal to the height of the earth retention structure, may be designed using the "active" condition. Rigid earth retention structures (including but not limited to rigid walls, and walls braced at top, such as typical basement walls) should be designed using the "at-rest" condition. In addition to the design lateral forces due to retained earth, surcharges due to improvements, such as an adjacent building or traffic loading, should be considered in the design of the earth retention structures. Loads applied within a 1:1 (horizontal:vertical) projection from the surcharge on the stem of the earth retention structure should be considered in the design. Final selection of the appropriate design parameters should be made by the designer of the earth retention structures. 5.4.1.2 Cantilevered Walls The recommendations presented below are for cantilevered retaining walls up to six (6) feet high. Active earth pressure may be used for retaining wall design, provided the top of the wall is not restrained from minor deflections. An equivalent fluid pressure approach may be used to compute the horizontal pressure against the wall. Appropriate fluid unit weights are given below for specific slope gradients of the retained material. These do not include other superimposed loading conditions such as traffic, structures, or seismic events. ACTIVE EARTH PRESSURES Surface Slope of Retained Equivalent Fluid Pressure Materials (pcf) (horizontal : vertical) Select Backfill* and Native Soils Level 40 2:1 65 *The design pressures assume the backfill material has an expansion index less than or equal to 20. Backfill zone includes area between back of the wall to a plane (1:1 horizontal : vertical) up from bottom of the wall foundation (on the backside of the wall) to the ground surface. 'r� G E O T E K INTRACORP SW, LLC Project No. 2901-CR Geotechnical and Infiltration Evaluation October 20, 2021 Tustin, Orange County, California Page 17 For walls with a retained height greater than 6 feet, an incremental seismic pressure should be included into the wall design. Where needed, it is recommended that an equivalent fluid pressure of 18 pcf be included into the wall design to account for seismic loading conditions. This pressure may be applied as an inverted triangular distribution. 5.4.1.3 Retaining Wall Backfill and Drainage The wall backfill should also include a minimum one (1) foot wide section of 3/4- to I-inch clean crushed rock (or an approved equivalent). The rock should be placed immediately adjacent to the back of the wall and extend up from a back drain to within approximately 24 inches of the finish grade. The upper 24 inches should consist of compacted on-site materials. The rock should be separated from the earth with filter fabric. The presence of other materials might necessitate revision to the parameters provided and modification of the wall designs. The backfill materials should be placed in lifts no greater than eight (8) inches in thickness and compacted to a minimum of 90% relative compaction as determined by ASTM D 1557 test procedures. Proper surface drainage needs to be provided and maintained. As an alternative to the drain, rock and fabric, a pre-manufactured wall drainage product (example: Mira Drain 6000 or approved equivalent) may be used behind the retaining wall. The wall drainage product should extend from the base of the wall to within two (2) feet of the ground surface. The subdrain should be placed in direct contact with the wall drainage product. Retaining walls should be provided with an adequate pipe and gravel back drain system to help prevent buildup of hydrostatic pressures. Backdrains should consist of a four (4)-inch diameter perforated collector pipe (Schedule 40, SDR 35, or approved equivalent) embedded in a minimum of one (1) cubic foot per linear foot of 3/4- to 1-inch clean crushed rock or an approved equivalent, wrapped in filter fabric (Mirafi 140N or an approved equivalent). The drain system should be connected to a suitable outlet. Waterproofing of site walls should be performed where moisture migration through the walls is undesirable. 5.4.1.4 Restrained Retaining Walls Retaining walls that will be restrained at the top that support level backfill or that have reentrant or male corners, should be designed for an equivalent at-rest fluid pressure of 65 pcf, plus any applicable surcharge loading. For areas of male or reentrant corners, the restrained wall design should extend a minimum distance of twice the height of the wall laterally from the corner, or a distance otherwise determined by the project structural engineer. 'C� G E O T E K INTRACORP SW, LLC Project No. 2901-CR Geotechnical and Infiltration Evaluation October 20, 2021 Tustin, Orange County, California Page 18 5.4.1.5 Other Design Considerations ■ Wall design should consider the additional surcharge loads from superjacent slopes and/or footings, where appropriate. ■ No backfill should be placed against concrete until minimum design strengths are evident by compression tests of cylinders. ■ The retaining wall footing excavations, backcuts, and backfill materials should be approved by the project geotechnical engineer or their authorized representative. ■ Positive separations should be provided in garden walls at horizontal distances not exceeding 20 feet. 5.5 PRELIMINARY PAVEMENT DESIGN RECOMMENDATIONS Although planned final grades beneath the proposed parking, access roads and adjacent street improvements within the site are not yet known, the following preliminary pavement design recommendations are based on assumed Traffic Indexes of 5.0 for car parking areas and 6.0 for access drives. Preliminary pavement thickness design is based on the CalTrans Highway Design Manual (2018). An R-value of 40 was assumed for the determination of preliminary pavement sections for this report. Once the traffic loading information becomes more defined, revision to the pavement design recommendations may be warranted. It is recommended that the final pavement design be based on R-value testing of the as-graded subgrade soils within the pavement areas. Based on the assumptions noted above, the following preliminary pavement recommendations are provided for the site: PRELIMINARY MINIMUM PAVEMENT SECTION Traffic Index Thickness of Asphalt Thickness of Aggregate Base Concrete (inches) (inches) 5.0 3 6 (Car Parking Areas) 6.0 4 6 (Automobile Access Lanes) Traffic Indices (Tls) used in the pavement design should provide a pavement life of approximately 20 years with a normal amount of flexible pavement maintenance. Irrigation adjacent to pavements, without a deep curb or other cutoff to separate landscaping from the 'r� G E O T E K INTRACORP SW, LLC Project No. 2901-CR Geotechnical and Infiltration Evaluation October 20, 2021 Tustin, Orange County, California Page 19 paving may result in premature pavement failure. Traffic parameters used for design were selected based upon engineering judgment and not upon information furnished to us such as an equivalent wheel load analysis or a traffic study. All base material and the upper 12 inches of subgrade should be compacted to at least 95 percent of the material's maximum dry density as determined by ASTM D 1557 test procedures. All materials and methods of construction should conform to the requirements of the City of Tustin. 5.6 CONCRETE CONSTRUCTION 5.6.1 General Concrete construction should follow the 2019 CBC and ACI guidelines regarding design, mix placement and curing of the concrete. If desired, GeoTek could provide quality control testing of the concrete during construction. 5.6.2 Concrete Mix Design As discussed in Section 5.3.5, no special recommendations for concrete are required for this project due to soil sulfate exposure. Additional testing should be performed during grading so that specific recommendations can be formulated based on the as-graded conditions. 5.6.3 Concrete Flatwork Exterior concrete flatwork is often one of the most visible aspects of site development. They are typically given the least level of quality control, being considered "non-structural" components. Cracking of these features is common due to various factors. While cracking usually does not affect the structural performance of the concrete, it is unsightly. It is recommended that the same standards of care be applied to these features as to the structure itself. Flatwork should consist of a minimum four-inch (actual) thick concrete and the use of temperature and shrinkage control reinforcement is suggested. The project structural engineer should provide final design recommendations. 5.6.4 Concrete Performance Concrete cracks should be expected. These cracks can vary from sizes that are hairline to more than 1/8 inch in width. Most cracks in concrete while unsightly do not significantly impact long-term performance. While it is possible to take measures (proper concrete mix, placement, curing, control joints, etc.) to reduce the extent and size of cracks that occur, some 'r� G E O T E K INTRACORP SW, LLC Project No. 2901-CR Geotechnical and Infiltration Evaluation October 20, 2021 Tustin, Orange County, California Page 20 cracking will occur despite the best efforts to minimize it. Concrete undergoes chemical processes that are dependent on a wide range of variables, which are difficult, at best, to control. Concrete, while seemingly a stable material, is subject to internal expansion and contraction due to external changes over time. One of the simplest means to control cracking is to provide weakened control joints for cracking to occur along. These do not prevent cracks from developing; they simply provide a relief point for the stresses that develop. These joints are a widely accepted means to control cracks but are not always effective. Control joints are more effective the more closely spaced they are. GeoTek suggests that control joints be placed in two orthogonal directions and located a distance apart approximately equal to 24 to 36 times the slab thickness. 5.7 PLAN REVIEW AND CONSTRUCTION OBSERVATIONS It is recommended that site grading, specifications, and foundation plans be reviewed by this office prior to construction to check for conformance with the recommendations of this report. It is also recommended that GeoTek representatives be present during site grading and foundation construction to observe and document for proper implementation of the geotechnical recommendations. The owner/developer should have GeoTek perform at least the following duties: ■ Observe site clearing and grubbing operations for proper removal of all unsuitable materials. ■ Observe and test bottom of removals prior to fill placement. ■ Evaluate the suitability of on-site and import materials for fill placement and collect soil samples for laboratory testing where necessary. ■ Observe the fill for uniformity during placement, including utility trench excavation backfill. Also, test the fill for density, relative compaction and moisture content. ■ Observe and probe foundation excavations to confirm suitability of bearing materials with respect to density. If requested, a construction observation and compaction report can be provided by GeoTek which can comply with the requirements of the governmental agencies having jurisdiction over the project. It is recommended that these agencies be notified prior to commencement of construction so that necessary grading permits can be obtained. 'r� G E O T E K INTRACORP SW, LLC Project No. 2901-CR Geotechnical and Infiltration Evaluation October 20, 2021 Tustin, Orange County, California Page 21 6. INTENT It is the intent of this report to aid in the design and construction of the proposed development. Implementation of the advice presented in this report is intended to reduce risk associated with construction projects. The professional opinions and geotechnical advice contained in this report are not intended to imply total performance of the project or guarantee that unusual or variable conditions will not be discovered during or after construction. The scope of this evaluation is limited to the area explored that is shown on the Exploration Location Map (Figure 2). This evaluation does not and should in no way be construed to encompass any areas beyond the specific area of the proposed construction as indicated to GeoTek by the client. Further, no evaluation of any existing site improvements is included. The scope is based on GeoTek's understanding of the project and the client's needs, GeoTek's proposal (Proposal No. P-090252 I-CR) dated September 13, 2021 and geotechnical engineering standards normally used on similar projects in this region. 7. LIMITATIONS GeoTek's findings are based on site conditions observed and the stated sources. Thus, GeoTek's comments are professional opinions that are limited to the extent of the available data. GeoTek has prepared this report in a manner consistent with that level of care and skill ordinarily exercised by members of the engineering at this time and location and science professions currently practicing under similar conditions in the jurisdiction in which the services are provided, subject to the time limits and physical constraints applicable to this report. Since GeoTek's recommendations are based on the site conditions observed and encountered at the stated times and laboratory testing. Thus, GeoTek's conclusions and recommendations are professional opinions that are limited to the extent of the available data. Observations during construction are important to allow for any change in recommendations found to be warranted. These opinions have been derived in accordance with current standards of practice and no warranty of any kind is expressed or implied. Standards of care/practice are subject to change with time. G E O T E K INTRACORP SW, LLC Project No. 2901-CR Geotechnical and Infiltration Evaluation October 20, 2021 Tustin, Orange County, California Page 22 8. SELECTED REFERENCES American Concrete Institute (ACI), 2006, Publication 302.2R-06, Guide for Concrete Slabs That Receive Moisture Sensitive Flooring Materials. , 2010, Publications 360R-10, Guide to Design of Slabs-On-Ground. Bowles,J. E., 1977, "Foundation Analysis and Design", Second Edition. Bryant, W.A., and Hart, E.W., 2007, Fault Rupture Hazard Zones in California, Alquist-Priolo Earthquake Fault Zoning Act with Index to Earthquake Fault Zones Maps, California Geological Survey: Special Publication 42. California Code of Regulations, Title 24 Part 2, 2019 "California Building Code," 2 volumes. California Department of Transportation, 2018, "Highway Design Manual", 6th Edition. Department of the Navy, 1982, "Foundations and Earth Structures", Design Manual 7.2. GeoTek, Inc., In-house proprietary information. Peck R. B., Hanson W. H. & Thornburn T. H., 1974, "Foundation Engineering", Second edition. Roberge, P. R., 2000, "Handbook of Corrosion Engineering". SEA/OSHPD web service, "Seismic Design Maps" (https://seismicmaps.org) Terzaghi, K. and Peck, R. B., 1967, "Soil Mechanics in Engineering Practice", Second Edition. 'r� G E O T E K i : MWF 100 I d k APPROXIMATE SITE AREA k t w r ' �" - �� �' +�Q"•� 4 �. i � •"rw III m I* ' l r ob f � w wn- — � { n, �h f y Modified ••• ' Earth . • Aerial Imagery off Intracorp Companies County,17802 Irvine Blvd. figure I Tustin, Orange • IN OF Site Location Map GeoTek Project No. 290 ° 0 0 ro co4 ro s %c N o loj m N N M, W E co O W w Q W IN m i w m • �� - L +-J c� r ' O U v ` + LU a CC u y p m — —...M_ cd •III k s a . r' � 4 r%l C. U Z • • ' y . 02 u r ' CO N N 0 Q L O CC u N c " + L p ',., H O iJ CO ti N APPENDIX A LOG OF EXPLORATORY BORINGS Proposed 40 Unit Residential Development 17802 Irvine Boulevard Tustin, Orange County, California Project No. 2901-CR GEOTEK'G, INTRACORP SW, LLC Project No. 2901-CR Geotechnical and Infiltration Evaluation October 20, 2021 Tustin, Orange County, California Page A-I A - FIELD TESTING AND SAMPLING PROCEDURES The Modified Split-Barrel Sampler ,Ring) The Ring sampler is driven into the ground at various depths in accordance with ASTM D 3550 test procedures. The sampler, with an external diameter of 3.0 inches, is lined with I-inch long, thin brass rings with inside diameters of approximately 2.4 inches. The sampler is typically driven into the ground 12 or 18 inches with a 140-pound hammer free falling from a height of 30 inches. Blow counts are recorded for every 6 inches of penetration as indicated on the log of boring. The samples are removed from the sample barrel in the brass rings, sealed, and transported to the laboratory for testing. Bulk Samples (Large) These samples are normally large bags of earth materials over 20 pounds in weight collected from the field by means of hand digging or exploratory cuttings. Bulk Samples (Small) These are plastic bag samples which are normally airtight and contain less than 5 pounds in weight of earth materials collected from the field by means of hand digging or exploratory cuttings. These samples are primarily used for determining natural moisture content and classification indices. B - BORING LOG LEGEND The following abbreviations and symbols often appear in the classification and description of soil and rock on the log of borings: SOILS USCS Unified Soil Classification System f-c Fine to coarse f-m Fine to medium GEOLOGIC B: Attitudes Bedding: strike/dip J:Attitudes Joint: strike/dip C: Contact line ........... Dashed line denotes USCS material change Solid Line denotes unit/formational change Thick solid line denotes end of boring (Additional denotations and symbols are provided on the boring log) 'C� GEOTEK GeoTek,Inc. LOG OF EXPLORATORY BORING CLIENT: Intracorp Companies DRILLER: 2R Drilling LOGGED BY: CD PROJECT NAME: 17802 Irvine Blvd. DRILL METHOD: Hollow Stem OPERATOR: Miguel/Bishop PROJECT NO.: 2901-CR HAMMER: 140#/30" RIG TYPE: CME 75 LOCATION: Tustin,CA DATE: 10/5/2021 SAMPLES Laboratory Testing meET o FE E Boring No.:B- z C) _ u o t E m E MATERIAL DESCRIPTION AND COMMENTS 3 V ° V 0 0 3.5"asphalt concrete/3"aggregate base Younger alluvium: EI,SR T SM silty f-m SAND,light brown,slightly moist 5 7 silty f-m SAND,light brown,slightly moist,medium dense 8 3.2 109.7 HC 10 10 silty f-m SAND,yellow brown,slightly moist,medium dense 10 2.9 1 11.4 13 10 11 silty f-m SAND,yellow brown,slightly moist,medium dense,trace f-c gravel 13 14 15 -------- ------- ------ --------------------------------------------------------------------------------------------- ------ -------- ---------------------------- 40 GM f-c GRAVEI with f-m sand,brown/grey,dry,dense 50/5 20 ------------------------------- -------------------------------------------------------------------------------------------- ------ -------------------------------------- 20 GP f-c GRAVEL,grey,dry,very dense 37 3.7 47 BORING TERMINATED AT 21.5 FEET No groundwater encountered Boring backfilled with soil cuttings 25 30 ZSample type: ❑ ---Ring ---SPT Z---Small Bulk ®---Large Bulk ❑ ---No Recovery ---water Table uJ LU AL=Atterberg Limits EI=Expansion Index SA=Sieve Analysis RV= R-Value Test -j Lab testing: SR=Sulfate/Resisitivity Test SH=Shear Test HC= Consolidation MD=Maximum Density GeoTek,Inc. LOG OF EXPLORATORY BORING CLIENT: Intracorp Companies DRILLER: 2R Drilling LOGGED BY: CD PROJECT NAME: 17802 Irvine Blvd. DRILL METHOD: Hollow Stem OPERATOR: Miguel/Bishop PROJECT NO.: 2901-CR HAMMER: 140#/30" RIG TYPE: CME 75 LOCATION: Tustin,CA DATE: 10/5/2021 SAMPLES Laboratory Testing TE- Fm E Boring No.:B-2 o u MATERIAL DESCRIPTION AND COMMENTS 0 5"asphalt concrete/4"aggregate base Younger alluvium: SM silty f-m SAND,brown,slightly moist 5 3 silty f-m SAND,brown,slightly moist,loose,trace clay 3 6.4 1 13.6 HC 4 2 4 9.3 120.5 6 10 6 silty f-m SAND,brown,slightly moist,medium dense,some f-c gravel II 12 -- --- ------------------------------ 5 50/6 GP coarse GRAVEL,grey,dry,dense 20 ----------------------------- ---------------------------------------------------------------------------------------------------- ------------------------------------- 35 SP f-m SAND,light brown,slightly moist,dense,with f-c gravel 50/6 BORING TERMINATED AT 21.0 FEET No groundwater encountered Boring backfilled with soil cuttings 25 30 ZSample type: ❑ ---Ring ---SPT Z---Small Bulk ®---Large Bulk ❑ ---No Recovery ---water Table uJ LU AL=Atterberg Limits EI=Expansion Index SA=Sieve Analysis RV= R-Value Test -j Lab testing: SR=Sulfate/Resisitivity Test SH=Shear Test HC= Consolidation MD=Maximum Density GeoTek,Inc. LOG OF EXPLORATORY BORING CLIENT: Intracorp Companies DRILLER: 2R Drilling LOGGED BY: CD PROJECT NAME: 17802 Irvine Blvd. DRILL METHOD: Hollow Stem OPERATOR: Miguel/Bishop PROJECT NO.: 2901-CR HAMMER: 140#/30" RIG TYPE: CME 75 LOCATION: Tustin,CA DATE: 10/5/2021 SAMPLES Laboratory Testing TE- Fm E Boring No.:B-3 o u MATERIAL DESCRIPTION AND COMMENTS 0 2"asphalt concrete/4"aggregate base Younger alluvium: MD,SH SM silty f-m SAND,brown,slightly moist,trace f-c gravel 5 3 silty f-m SAND,brown,slightly moist,loose 3 7.7 109.9 4 3 silty f-m SAND,brown,slightly moist,loose,trace f-c gravel 3 9.1 1 10.7 4 10 10 same as above,medium dense 15 26 IS 50/6 silty f-m SAND,brown,slightly moist,dense,trace f-c gravel 1.8 20 45 f-c SAND,brown,slightly moist,dense,with f-c gravel 50/6 BORING TERMINATED AT 21.0 FEET No groundwater encountered Boring backfilled with soil cuttings 25 30 ZSam Pie type: ❑ ---Ring ---SPT Z---Small Bulk ®---Large Bulk ❑ ---No Recovery ---water Table uJ LU AL=Atterberg Limits EI=Expansion Index SA=Sieve Analysis RV= R-Value Test -j Lab testing: SR=Sulfate/Resisitivity Test SH=Shear Test HC= Consolidation MD=Maximum Density GeoTek,Inc. LOG OF EXPLORATORY BORING CLIENT: Intracorp Companies DRILLER: 2R Drilling LOGGED BY: CD PROJECT NAME: 17802 Irvine Blvd. DRILL METHOD: Hollow Stem OPERATOR: Miguel/Bishop PROJECT NO.: 2901-CR HAMMER: 140#/30" RIG TYPE: CME 75 LOCATION: Tustin,CA DATE: 10/5/2021 SAMPLES Laboratory Testing TE- Fm E Boring No.:B-4 o u MATERIAL DESCRIPTION AND COMMENTS 0 4"asphalt concrete/7"aggregate base Younger alluvium: SM silty f SAND,light brown,dry same as above 5 13 SP f-m SAND,light brown,dry,dense,trace silt and f-c gravel 29 18 10 SM silty f-m SAND,brown,slightly moist,medium dense,trace f-c gravel 10 3.4 109.6 13 10 17 4.2 22 15 ----------------------- ------------------------------------------------------------------------------------------------------ ----- ------------------------------------- 40 GP f-c GRAVEL,brown,slightly moist,dense 50/5 3.0 20 45 course GRAVEL,grey,dry,dense 0.5 50/5 BORING TERMINATED AT 21.0 FEET No groundwater encountered Boring backfilled with soil cuttings 25 30 ZSam Pie type: ❑ ---Ring ---SPT Z---Small Bulk ®---Large Bulk ❑ ---No Recovery ---water Table uJ LU AL=Atterberg Limits EI=Expansion Index SA=Sieve Analysis RV= R-Value Test -j Lab testing: SR=Sulfate/Resisitivity Test SH=Shear Test HC= Consolidation MD=Maximum Density GeoTek,Inc. LOG OF EXPLORATORY BORING CLIENT: Intracorp Companies DRILLER: 2R Drilling LOGGED BY: CD PROJECT NAME: 17802 Irvine Blvd. DRILL METHOD: Hollow Stem OPERATOR: Miguel/Bishop PROJECT NO.: 2901-CR HAMMER: 140#/30" RIG TYPE: CME 75 LOCATION: Tustin,CA DATE: 10/5/2021 SAMPLES Laboratory Testing TE- Fm E Boring No.:B-5 o u MATERIAL DESCRIPTION AND COMMENTS 0 2"asphalt concrete/4"aggregate base Younger alluvium: EI,SR SM silty f-m SAND,brown,moist 5 3 slightly f-m SAND,brown,moist,loose 4 10.3 1 19.4 4 2 4 12.0 1 18.2 HC 4 10 4 silty f-m SAND,brown,moist,trace c gravel,loose 6 8.2 121.8 HC 7 -- ---- -------------- ---------- ------ -------------------- 5 50/6 GM c GRAVEL with silty f-m sand,brown,slightly moist,dense 20 50/6 GP cobble,grey,dry,dense 25 refusal at 27 feet BORING TERMINATED AT 27.0 FEET No groundwater encountered 30 Boring backfilled with soil cuttings ZSample type: ❑ ---Ring ---SPT Z---Small Bulk ®---Large Bulk ❑ ---No Recovery ---water Table uJ LU AL=Atterberg Limits EI=Expansion Index SA=Sieve Analysis RV= R-Value Test -j Lab testing: SR=Sulfate/Resisitivity Test SH=Shear Test HC= Consolidation MD=Maximum Density GeoTek,Inc. LOG OF EXPLORATORY BORING CLIENT: Intracorp Companies DRILLER: 2R Drilling LOGGED BY: CD PROJECT NAME: 17802 Irvine Blvd. DRILL METHOD: Hollow Stem OPERATOR: Miguel/Bishop PROJECT NO.: 2901-CR HAMMER: 140#/30" RIG TYPE: CME 75 LOCATION: Tustin,CA DATE: 10/5/2021 SAMPLES Laboratory Testing TE- Fm E Boring No.:I- o o -2 u MATERIAL DESCRIPTION AND COMMENTS 0 4"asphalt concrete/4"aggregate base Younger alluvium: SM silty f-m SAND,light brown,dry silty f-m SAND,light brown,dry 5 BORING TERMINATED AT 5.0 FEET No groundwater encountered Boring backfilled with soil cuttings 10 15 20 25 30 ZSample type: ❑ ---Ring ---SPT Z---Small Bulk ®---Large Bulk ❑ ---No Recovery ---water Table uJ LU AL=Atterberg Limits EI=Expansion Index SA=Sieve Analysis RV= R-Value Test -j Lab testing: SR=Sulfate/Resisitivity Test SH=Shear Test HC= Consolidation MD=Maximum Density GeoTek,Inc. LOG OF EXPLORATORY BORING CLIENT: Intracorp Companies DRILLER: 2R Drilling LOGGED BY: CD PROJECT NAME: 17802 Irvine Blvd. DRILL METHOD: Hollow Stem OPERATOR: Miguel/Bishop PROJECT NO.: 2901-CR HAMMER: 140#/30" RIG TYPE: CME 75 LOCATION: Tustin,CA DATE: 10/5/2021 SAMPLES Laboratory Testing TE- Fm E Boring No.:1-2 o u MATERIAL DESCRIPTION AND COMMENTS 0 3"asphalt concrete/4"aggregate base Younger alluvium: SM silty f-m SAND,brown,slightly moist 5 BORING TERMINATED AT 5.0 FEET No groundwater encountered Boring backfilled with soil cuttings 10 15 20 25 30 ZSample type: ❑ ---Ring ---SPT Z---Small Bulk ®---Large Bulk ❑ ---No Recovery ---water Table uJ LU AL=Atterberg Limits EI=Expansion Index SA=Sieve Analysis RV= R-Value Test -j Lab testing: SR=Sulfate/Resisitivity Test SH=Shear Test HC= Consolidation MD=Maximum Density APPENDIX B RESULTS OF LABORATORY TESTING Proposed 40 Unit Residential Development 17802 Irvine Boulevard Tustin, Orange County, California Project No. 2901-CR 'r� G E O T E K INTRACORP SW, LLC Project No. 2901-CR Geotechnical and Infiltration Evaluation October 20, 2021 Tustin, Orange County, California Page B-I SUMMARY OF LABORATORY TESTING Classification Soils were classified visually in general accordance with the Unified Soil Classification System (ASTM Test Method D 2487). The soil classifications are shown on the logs of borings in Appendix A. Hydro-Collapse Selected soil samples were tested in order to evaluate their potential for hydro-collapse. Testing was performed in general accordance with ASTM Test Method D 4546. The results of the testing are provided herein. Direct Shear Shear testing was performed on a remolded sample in a direct shear machine of the strain-control type in general accordance with ASTM Test Method D 3080. The rate of deformation is approximately 0.035 inch per minute. The samples were sheared under varying confining loads in order to determine the coulomb shear strength parameters, angle of internal friction and cohesion. The samples were remolded to approximately 90 percent of the maximum dry density as determined by ASTM D 1557 test procedures. The results of the testing are presented in Appendix B. Expansion Index Expansion Index testing was performed on two (2) bulk soil samples obtained from the site. Testing was performed in general accordance with ASTM Test Method D 4829. The results of the testing are provided below. Boring No. Depth (ft.) Description ExpansionIndex Classification B-1 0-5 Silty Sand 15 Very Low B-5 0-5 Silty Sand 6 Very Low In-Situ Moisture and Density The natural water content of sampled soils was determined in general accordance with ASTM D 2216 test procedures on samples of the materials recovered from the subsurface exploration. In addition, in- place dry density of the sampled soils was determined in general accordance with ASTM D 2937 test procedures on relatively undisturbed samples to measure the unit weight of the subsurface soils. Results of these tests are shown on the boring logs at the appropriate sample depths in Appendix A. Moisture-Density Relationship Laboratory testing was performed on one bulk sample collected during the subsurface exploration. The laboratory maximum dry density and optimum moisture content for the soil type was determined in general accordance with test method ASTM Test Procedure D 1557. The results of the testing are provided in Appendix B. Sulfate Content, Resistivity and Chloride Content Testing to determine the water-soluble sulfate content was performed by others in general accordance with ASTM D4327 test procedures. Resistivity testing was completed by others in general accordance with ASTM G 187 test procedures. Testing to determine the chloride content was performed by others 'C� GEOTEK INTRACORP SW, LLC Project No. 2901-CR Geotechnical and Infiltration Evaluation October 20, 2021 Tustin, Orange County, California Page B-2 in general accordance with ASTM D4327 test procedures. The results of the testing are provided below and in Appendix B. Chloride Sulfate Resistivity Boring No. Depth (ft.) pH ASTM D4972 ASTM D4327 ASTM D4327 ASTM G187 (mg/kg) (% by weight) (ohm-cm) B-1 0-5 8.9 10.1 0.0058 3,819 B-5 0-5 8.6 56.9 0.0173 3,283 GEOTEK STRESS IN KIPS PER SQUARE FOOT 0.1 1.0 10.0 100.0 0.00 1.00 w z Y U 2.00 w J 0_ 2 Q LL 0 3.00 I— z Lu U Lu D- O 4.00 Q 0 J O U) z 0 5.00 6.00 --♦--- Seating Cycle • Loading Prior to Inundation A Loading After Inundation - -f--- Rebound Cycle PERFORMED IN GENERAL ACCORDANCE WITH ASTM D 4546 COLLAPSE REPORT G E CO T E K Sample: B-1 @ 6 feet Plate B-1 CHECKED BY: DA Lab: Corona PROJECT NO.:2901-CR Date: 10/18/21 STRESS IN KIPS PER SQUARE FOOT 0.1 1.0 10.0 100.0 0.00 0 z 1.00 Y U_ H Lu J 0- 2 Q LL 0 2.00 H z W U Lu D- z O Q :3 3.00 O z O U 4.00 - -♦--- Seating Cycle • Loading Prior to Inundation A Loading After Inundation - -f--- Rebound Cycle PERFORMED IN GENERAL ACCORDANCE WITH ASTM D 4546 COLLAPSE REPORT G E CO T E K Sample: B-2 @ 5 feet Plate B-2 CHECKED BY: DA Lab: Corona PROJECT NO.:2901-CR Date: 10/18/21 STRESS IN KIPS PER SQUARE FOOT 0.1 1.0 10.0 100.0 0.00 0 z 1.00 Y U_ H Lu J 0- 2 Q LL 0 2.00 H z W U Lu D- z O Q :3 3.00 O z O U 4.00 - -♦--- Seating Cycle • Loading Prior to Inundation A Loading After Inundation - -f--- Rebound Cycle PERFORMED IN GENERAL ACCORDANCE WITH ASTM D 4546 COLLAPSE REPORT G E CO T E K Sample: B-5 @ 7.5 feet Plate B-3 CHECKED BY: DA Lab: Corona PROJECT NO.:2901-CR Date: 10/18/21 STRESS IN KIPS PER SQUARE FOOT 0.1 1.0 10.0 100.0 0.00 0 w z Y U 1.00 w J 0_ Q LL O H z Lu U Lu D- O 2.00 Q J O z O U 3.00 --♦--- Seating Cycle • Loading Prior to Inundation A Loading After Inundation - -f--- Rebound Cycle PERFORMED IN GENERAL ACCORDANCE WITH ASTM D 4546 COLLAPSE REPORT G E CO T E K Sample: B-5 @ 10 feet Plate B-4 CHECKED BY: DA Lab: Corona PROJECT NO.:2901-CR Date: 10/11/21 ACM...' DIRECT SHEAR TEST G ECT E K Project Name: 17802 Irvine Boulevard,Tustin Sample Location: B-3 @ 0-5 feet Project Number. 2901-CR Date Tested: 10/19/2021 PEAK VALUE 4000.0 ------------T------------i------------r------------r------------T-------------i-------------r------------I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 3500.0 ---------------------------y____________—____________t____________-____________y_____________t____________� 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3000.0 ------------L------------J------------y------------L------------1------------J-------------L------------J 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 500.0 """"""T____________ Y______ ""'T""""" """"""f____________1 1 1 1 1 1 1 1 Q 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 y 1 1 1 1 1 1 1 1 y 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 W 1 1 1 1 1 1 1 r 1 1 1 1 1 1 1 1 y 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 000.0 .________4____________-____________ ____________4____________4___________ ___________ f____________- 1 1 1 1 1 1 1 1 Q 1 1 1 1 1 1 1 1 W 1 1 1 1 1 1 1 1 = 1 1 1 1 1 1 1 1 Cn 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1500.0 ____________!____________!____________1_____ __ 1____________1____________1_____________1____________ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1000.0 ____________T_ ____________r____________r____________T____________1____________r____________1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 500.0 --------------------------- ____________I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0.0 0.0 500.0 1000.0 1500.0 2000.0 2500.0 3000.0 3500.0 4000.0 NORMAL STRESS(psf) Shear Strength: (D = 23 ° C = 750 psf Notes: I -The soil specimen used in the shear box was a ring sample remolded to approximately 90%relative compaction from a bulk sample collected during the field investigation. 2-The above reflect direct shear strength at saturated conditions. 3 -The tests were run at a shear rate of 0.035 in/min. E e / k \ $ < \ \ \ / ƒ 2 ƒ / E E 0 z o 0 0 \ N \ \ t § < f f r / § § ƒ 0 0 6 \ L6 \ ? \ $ ± & / � 2 a a z / / R < p o k W � _ D LU < $ \ / z 5 / 2 \ \ -\ 0 � ® E 04 ®_ 2 Z coXI Zw 0 U) � e e o e CR x w W \ \ k a � § k \ z ® 0 LU o � co ƒ k LULU[ a _ z .g \ C / 2 \ } k \ / 2 a Co 7 a \ § E E / % / 2 / 5 ` 2 � » U) q Q » \ E E \ \ q « 2 § E _ LLI / \ S f / 7/ / 0 /_ y 0 k ® 2 u 2 O § % 0) \ \ ] \ k ] / ƒ \ \ z \C k � -LE Cl) < = o a w LL O I — E e / k \ $ < \ \ 7 E E 0 $ ; k / / \ LO \ \ a k k i o o 6 « q § ) 2 2 m 'a a / m m (D ± & / � 2 2 a a 2 / / R < p o k W � _ D LU < $ \ / i / 6 2 \ \ -\ co 0 LU ®E2 04 ®_ 2 Z coXI Zw 0 � 'q a CN! CR _ \ � �} q ]\ § woW w m \ 2 ® 0 LU o � co ƒ k LU LU[ a _ § .g \ C / 2 \ } k \ / 2 a Co 7 a \ § E E / % / 2 / 5 ` 2 � » U) q Q » \ E E \ \ q « 2 t LLI / \ S f / 7 / / 0 /_ y 0 k ® O 2 u 2 § % 0) \ \ ] \ k ] / ƒ \ \ / \ o k � \ \ < = o o & LL 0 I — G E a T E K MOISTURE/DENSITY RELATIONSHIP Client: Intracorp SW LLC Job No.: 2901-CR Project: 17802 Irvine Blvd Lab No.: Corona Location: Tustin Material Type: Brown silty sand Material Supplier: - Material Source: B-3 @ 0-5 feet Sample Location: - Sampled By: CD Date Sampled: 10/5/2021 Received By: ADLC Date Received: 10/6/2021 Tested By: ADLC Date Tested: 10/18/2021 Reviewed By: DA Date Reviewed: 10/20/2021 Test Procedure: ASTM D1557 Method: A Oversized Material (%): 19.3 Correction Required: Lies xU no MOISTURE/DENSITY RELATIONSHIP CURVE • DRY DENSITY(pcf): ■ CORRECTED DRY DENSITY(pcf): 140 138 71 ZEROAIR VOIDS DRY DENSITY(pcf) 136 134 S.G.2.7 132 LL 130 S.G.2.8 U LL 128 126 S.G.2.6 Z 124 Poly.(DRY DENSITY(pcf):) U' 122 120 ---•OVERSIZE CORRECTED 118 116 —ZEROAIRVOIDS 114 112 Poly.(S.G.2.7) 110 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Poly.(S.G.2.8) MOISTURE CONTENT, Poly.(S.G.2.6) MOISTURE DENSITY RELATIONSHIP VALUES Maximum Dry Density, pcf 131.8 @ Optimum Moisture, % 8.3 Corrected Maximum Dry Density, pcf @ Optimum Moisture, % MATERIAL DESCRIPTION Grain Size Distribution: Atterber Limits: % Gravel (retained on No. 4) Liquid Limit, % % Sand (Passing No. 4, Retained on No. 200) Plastic Limit, % % Silt and Clay(Passing No. 200) Plasticity Index, % Classification: Unified Soils Classification: AASHTO Soils Classification: Project X REPORT S211013F Corrosion Engineering Page 1 rAlCorrosion Control— Soil,Water, Metallurgy Testing Lab Results OnlySoil Testing for 17802 Irvin Blvd, Tustin October 14, 2021 Prepared for: Bruce Hick GeoTek, Inc. 1548 North Maple Street Corona, CA 92280 bhicks@geotekusa.com Project X Job#: S211013F Client Job or PO#: 2902-CR Intra Corp. Companies Respectfidly Submitted, -f E S ° �. ;7': W7102 r Eduardo Hernandez, M.Sc.,P.E. Sr. Corrosion Consultant 15w NACE Corrosion Technologist 416592 Professional Engineer ) C�Aq California No. M37102 ehernandez(a)proj ectxcorrosion.com 29990 Technology Dr, Suite 13,Murrieta,CA 92563 Tel: 213-928-7213 Fax: 951-226-1720 www.prc j ectxcorrosion.com w N M � 7 O w U 7 _ � 7 N 2A b0� E M N R 2 A o z E p �. GL •.r, M •F' Y N o1 U p O .�7 N •� V 00 O z ll:� C) •� � � .9 � � 8 C M M N;� C U �--� U n 7 o o U O •A�,, � V M W Q, W O O N Y N � W l O • O p s � C) Ca O o ® / � N N � ssauplefr 1a1a,�1 a Ell +� li.F Ir9t{ ,-. c C`1 r:1I•�tsY 1s.i[ttn`�[GIUJUIJ[3:�2[r e � susr IYISY X.1pui s[uaolmd = U � larn gI[['tn ra alt! rt N lewtl [ J1 S{HBsY lt7 d }IInaN I[W f l\1) y co r[ssdly sv .rr i t;tl X+l�nttgl tf 111 Lr--yI. 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S -� V, yyyy .. tJI,n - nU c C: F-I a O LA- <w 0o � •�3 �`.S C� r N : Y c .�r- � _ .5 �r APPENDIX C PERCOLATION DATA SHEETS & PORCHET CALCULATIONS Proposed 40 Unit Residential Development 17802 Irvine Boulevard Tustin, Orange County, California Project No. 2901-CR 'r� G E O T E K Client: Intracorp SW, LLC Project: 17802 Irvine Blvd, Tustin Project No: 2901-CR Date: 10/6/2021 Boring No. 1-1 Infiltration Rate (Porchet Method) Time Interval, At = 10 Final Depth to Water, DF = 43 Test Hole Radius, r = 4 Initial Depth to Water, Do = 40 Total Test Hole Depth, DT = 60 Equation - It= AH (60r) At (r+2Ha1,9) Ho= DT- Do = 20 HF= DT- DF = 17 AH = AD = Ho- HF = 3 Havg = (Ho+HF)/2 = 18.5 It= 1.76 Inches pe G E O T E K Client: Intracorp SW, LLC Project: 17802 Irvine Blvd, Tustin Project No: 2901-CR Date: 10/6/2021 Boring No. 1-2 Infiltration Rate (Porchet Method) Time Interval, At = 10 Final Depth to Water, DF = 43 Test Hole Radius, r = 4 Initial Depth to Water, Do = 40 Total Test Hole Depth, DT = 60 Equation - It= AH (60r) At (r+2Ha1,9) Ho= DT- Do = 20 HF= DT- DF = 17 AH = AD = Ho- HF = 3 Havg = (Ho+HF)/2 = 18.5 It= 1.76 Inches pe G E O T E K Percolation Test Data Sheet 17�oz IBJ►►n..e, Project: 'VI fI/Gt aY 61?I` S 51\)C" rUS'�i►n Job No.: ZgD 1—GI� Test Hole No.: _ / Date Excavated: 101,5- 2/ Depth of Test Hole(ft): _ Soil Description: 51'14--1 F M SGinc( Percolation Test By: '• _ Date: /0/(d/7-/ Presoak: Yes Percolation Test Data Time Total Elapsed Initial Water Final Water A in Water Percolation Time Interval Time Level Level Level Rate min) (min) inches) (inches) inches) (min/inch) i3 2-5- 2s 2-c-) 12 g 12 Yi 7 S �0 (Z ZD 17 : i r 73 Z6 17 8,: 2z Zb I S 3 3 10 9s Zo 17 3 YC /o loci 2-D IS '1s 3 .S. _ lv 117 Zv Design Percolation Rate: min/inch Percolation Test Data Sheet 171!6- 1 rviv Project: 71� r0i rDY 0- 1 xl LtS C7Iva - 7U54I'"► CA Job No.: 2901 _CV Test Hole No.: _T- 7 Date Excavated: 2 Depth of Test Hole(ft): Soil Description:Si �-n1 SGiv�o( Percolation Test By: [: Date: 1OZO12,1 Presoak: Yes Percolation Test Data Time Total Elapsed Initial Water Final Water A in Water Percolation Time Interval Time Level Level Level Rate min (min) inches) (inches (inches) (min/inch) 1 I 2 ZS Z� 0 13 7 10 �2- "7 2- 2.s 0! 04s11 t 7!3 z0 17 3 fi�:o i. ° ail 20 17 3 g to IS- 20 17 3 0 9, Lon 10 117 20 17 3 Design Percolation Rate: min/inch APPENDIX D GENERAL GRADING GUIDELINES Proposed 40 Unit Residential Development 17802 Irvine Boulevard Tustin, Orange County, California Project No. 2901-CR 'r� G E O T E K GENERAL GRADING GUIDELINES APPENDIX D Geotechnical and Infiltration Evaluation Page D-1 17802 Irvine Boulevard, Tustin, Orange County, California Project No. 2901-CR GENERAL GRADING GUIDELINES Guidelines presented herein are intended to address general construction procedures for earthwork construction. Specific situations and conditions often arise which cannot reasonably be discussed in general guidelines, when anticipated these are discussed in the text of the report. Often unanticipated conditions are encountered which may necessitate modification or changes to these guidelines. It is our hope that these will assist the contractor to more efficiently complete the project by providing a reasonable understanding of the procedures that would be expected during earthwork and the testing and observation used to evaluate those procedures. General Grading should be performed to at least the minimum requirements of governing agencies, Chapters 18 and 33 of the Uniform Building Code, CBC (2019) and the guidelines presented below. Preconstruction Meeting A preconstruction meeting should be held prior to site earthwork. Any questions the contractor has regarding our recommendations, general site conditions, apparent discrepancies between reported and actual conditions and/or differences in procedures the contractor intends to use should be brought up at that meeting. The contractor (including the main onsite representative) should review our report and these guidelines in advance of the meeting. Any comments the contractor may have regarding these guidelines should be brought up at that meeting. Grading Observation and Testing 1. Observation of the fill placement should be provided by our representative during grading. Verbal communication during the course of each day will be used to inform the contractor of test results. The contractor should receive a copy of the "Daily Field Report" indicating results of field density tests that day. If our representative does not provide the contractor with these reports, our office should be notified. 2. Testing and observation procedures are, by their nature, specific to the work or area observed and location of the tests taken, variability may occur in other locations. The contractor is responsible for the uniformity of the grading operations; our observations and test results are intended to evaluate the contractor's overall level of efforts during grading. The contractor's personnel are the only individuals participating in all aspect of site work. Compaction testing and observation should not be considered as relieving the contractor's responsibility to properly compact the fill. 3. Cleanouts, processed ground to receive fill, key excavations, and subdrains should be observed by our representative prior to placing any fill. It will be the contractor's responsibility to notify our representative or office when such areas are ready for observation. 4. Density tests may be made on the surface material to receive fill, as considered warranted by this firm. 5. In general, density tests would be made at maximum intervals of two feet of fill height or every 1,000 cubic yards of fill placed. Criteria will vary depending on soil conditions and size of the fill. More frequent testing may be performed. In any case, an adequate number of field density tests should be made to evaluate the required compaction and moisture content is generally being obtained. GEOTEK GENERAL GRADING GUIDELINES APPENDIX D Geotechnical and Infiltration Evaluation Page D-2 17802 Irvine Boulevard, Tustin, Orange County, California Project No. 2901-CR 6. Laboratory testing to support field test procedures will be performed, as considered warranted, based on conditions encountered (e.g. change of material sources, types, etc.) Every effort will be made to process samples in the laboratory as quickly as possible and in progress construction projects are our first priority. However, laboratory workloads may cause in delays and some soils may require a minimum of 48 to 72 hours to complete test procedures. Whenever possible, our representative(s) should be informed in advance of operational changes that might result in different source areas for materials. 7. Procedures for testing of fill slopes are as follows: a) Density tests should be taken periodically during grading on the flat surface of the fill, three to five feet horizontally from the face of the slope. b) If a method other than over building and cutting back to the compacted core is to be employed, slope compaction testing during construction should include testing the outer six inches to three feet in the slope face to determine if the required compaction is being achieved. 8. Finish grade testing of slopes and pad surfaces should be performed after construction is complete. Site Clearing I. All vegetation, and other deleterious materials, should be removed from the site. If material is not immediately removed from the site it should be stockpiled in a designated area(s) well outside of all current work areas and delineated with flagging or other means. Site clearing should be performed in advance of any grading in a specific area. 2. Efforts should be made by the contractor to remove all organic or other deleterious material from the fill, as even the most diligent efforts may result in the incorporation of some materials. This is especially important when grading is occurring near the natural grade. All equipment operators should be aware of these efforts. Laborers may be required as root pickers. 3. Nonorganic debris or concrete may be placed in deeper fill areas provided the procedures used are observed and found acceptable by our representative. Typical procedures are similar to those indicated on Plate G-4. Treatment of Existing Ground I. Following site clearing, all surficial deposits of alluvium and colluvium as well as weathered or creep effected bedrock, should be removed (see Plates G-I, G-2 and G-3) unless otherwise specifically indicated in the text of this report. 2. In some cases, removal may be recommended to a specified depth (e.g. flat sites where partial alluvial removals may be sufficient). The contractor should not exceed these depths unless directed otherwise by our representative. 3. Groundwater existing in alluvial areas may make excavation difficult. Deeper removals than indicated in the text of the report may be necessary due to saturation during winter months. 4. Subsequent to removals, the natural ground should be processed to a depth of six inches, moistened to near optimum moisture conditions and compacted to fill standards. 5. Exploratory back hoe or dozer trenches still remaining after site removal should be excavated and filled with compacted fill if they can be located. 'CT' GEOTEK GENERAL GRADING GUIDELINES APPENDIX D Geotechnical and Infiltration Evaluation Page D-3 17802 Irvine Boulevard, Tustin, Orange County, California Project No. 2901-CR Subdrainage I. Subdrainage systems should be provided in canyon bottoms prior to placing fill, and behind buttress and stabilization fills and in other areas indicated in the report. Subdrains should conform to schematic diagrams G-I and G-5, and be acceptable to our representative. 2. For canyon subdrains, runs less than 500 feet may use six-inch pipe. Typically, runs in excess of 500 feet should have the lower end as eight-inch minimum. 3. Filter material should be clean, 1/2 to I-inch gravel wrapped in a suitable filter fabric. Class 2 permeable filter material per California Department of Transportation Standards tested by this office to verify its suitability, may be used without filter fabric. A sample of the material should be provided to the Soils Engineer by the contractor at least two working days before it is delivered to the site. The filter should be clean with a wide range of sizes. 4. Approximate delineation of anticipated subdrain locations may be offered at 40-scale plan review stage. During grading, this office would evaluate the necessity of placing additional drains. 5. All subdrainage systems should be observed by our representative during construction and prior to covering with compacted fill. 6. Subdrains should outlet into storm drains where possible. Outlets should be located and protected. The need for backflow preventers should be assessed during construction. 7. Consideration should be given to having subdrains located by the project surveyors. Fill Placement 1. Unless otherwise indicated, all site soil and bedrock may be reused for compacted fill; however, some special processing or handling may be required (see text of report). 2. Material used in the compacting process should be evenly spread, moisture conditioned, processed, and compacted in thin lifts six (6) to eight (8) inches in compacted thickness to obtain a uniformly dense layer. The fill should be placed and compacted on a nearly horizontal plane, unless otherwise found acceptable by our representative. 3. If the moisture content or relative density varies from that recommended by this firm, the contractor should rework the fill until it is in accordance with the following: a) Moisture content of the fill should be at or above optimum moisture. Moisture should be evenly distributed without wet and dry pockets. Pre-watering of cut or removal areas should be considered in addition to watering during fill placement, particularly in clay or dry surficial soils. The ability of the contractor to obtain the proper moisture content will control production rates. b) Each six-inch layer should be compacted to at least 90 percent of the maximum dry density in compliance with the testing method specified by the controlling governmental agency. In most cases, the testing method is ASTM Test Designation D 1557. 4. Rock fragments less than eight inches in diameter may be utilized in the fill, provided: a) They are not placed in concentrated pockets; b) There is a sufficient percentage of fine-grained material to surround the rocks; C) The distribution of the rocks is observed by, and acceptable to, our representative. 5. Rocks exceeding eight (8) inches in diameter should be taken off site, broken into smaller fragments, or placed in accordance with recommendations of this firm in areas designated suitable for rock disposal (see Plate G-4). On projects where significant large quantities of oversized materials are anticipated, alternate guidelines for placement may be included. If 'CT' GEOTEK GENERAL GRADING GUIDELINES APPENDIX D Geotechnical and Infiltration Evaluation Page DA 17802 Irvine Boulevard, Tustin, Orange County, California Project No. 2901-CR significant oversize materials are encountered during construction, these guidelines should be requested. 6. In clay soil, dry or large chunks or blocks are common. If in excess of eight (8) inches minimum dimension, then they are considered as oversized. Sheepsfoot compactors or other suitable methods should be used to break up blocks. When dry, they should be moisture conditioned to provide a uniform condition with the surrounding fill. Slope Construction I. The contractor should obtain a minimum relative compaction of 90 percent out to the finished slope face of fill slopes. This may be achieved by either overbuilding the slope and cutting back to the compacted core, or by direct compaction of the slope face with suitable equipment. 2. Slopes trimmed to the compacted core should be overbuilt by at least three (3) feet with compaction efforts out to the edge of the false slope. Failure to properly compact the outer edge results in trimming not exposing the compacted core and additional compaction after trimming may be necessary. 3. If fill slopes are built "at grade" using direct compaction methods, then the slope construction should be performed so that a constant gradient is maintained throughout construction. Soil should not be "spilled" over the slope face nor should slopes be "pushed out" to obtain grades. Compaction equipment should compact each lift along the immediate top of slope. Slopes should be back rolled or otherwise compacted at approximately every 4 feet vertically as the slope is built. 4. Corners and bends in slopes should have special attention during construction as these are the most difficult areas to obtain proper compaction. 5. Cut slopes should be cut to the finished surface. Excessive undercutting and smoothing of the face with fill may necessitate stabilization. Keyways, Buttress and Stabilization Fills Keyways are needed to provide support for fill slope and various corrective procedures. I. Side-hill fills should have an equipment-width key at their toe excavated through all surficial soil and into competent material and tilted back into the hill (Plates G-2, G-3). As the fill is elevated, it should be benched through surficial soil and slopewash, and into competent bedrock or other material deemed suitable by our representatives (See Plates G-1, G-2, and G-3). 2. Fill over cut slopes should be constructed in the following manner: a) All surficial soils and weathered rock materials should be removed at the cut-fill interface. b) A key at least one and one-half (1.5) equipment width wide (or as needed for compaction), and tipped at least one (1) foot into slope, should be excavated into competent materials and observed by our representative. C) The cut portion of the slope should be excavated prior to fill placement to evaluate if stabilization is necessary. The contractor should be responsible for any additional earthwork created by placing fill prior to cut excavation. (see Plate G-3 for schematic details.) 3. Daylight cut lots above descending natural slopes may require removal and replacement of the outer portion of the lot. A schematic diagram for this condition is presented on Plate G-2. 4. A basal key is needed for fill slopes extending over natural slopes. A schematic diagram for this condition is presented on Plate G-2. ,CT, GEOTEK GENERAL GRADING GUIDELINES APPENDIX D Geotechnical and Infiltration Evaluation Page D-5 17802 Irvine Boulevard, Tustin, Orange County, California Project No. 2901-CR 5. All fill slopes should be provided with a key unless within the body of a larger overall fill mass. Please refer to Plate G-3 for specific guidelines. Anticipated buttress and stabilization fills are discussed in the text of the report. The need to stabilize other proposed cut slopes will be evaluated during construction. Plate G-5 shows a schematic of buttress construction. I. All backcuts should be excavated at gradients of 1:1 or flatter. The backcut configuration should be determined based on the design, exposed conditions, and need to maintain a minimum fill width and provide working room for the equipment. 2. On longer slopes, backcuts and keyways should be excavated in maximum 250 feet long segments. The specific configurations will be determined during construction. 3. All keys should be a minimum of two (2) feet deep at the toe and slope toward the heel at least one foot or two (2%) percent, whichever is greater. 4. Subdrains are to be placed for all stabilization slopes exceeding 10 feet in height. Lower slopes are subject to review. Drains may be required. Guidelines for subdrains are presented on Plate G-5. 5. Benching of backcuts during fill placement is required. Lot Capping I. When practical, the upper three (3) feet of material placed below finish grade should be comprised of the least expansive material available. Preferably, highly and very highly expansive materials should not be used. We will attempt to offer advice based on visual evaluations of the materials during grading, but it must be realized that laboratory testing is needed to evaluate the expansive potential of soil. Minimally,this testing takes two (2) to four (4) days to complete. 2. Transition lots (cut and fill) both per plan and those created by remedial grading (e.g. lots above stabilization fills, along daylight lines, above natural slopes, etc.) should be capped with a minimum three foot thick compacted fill blanket. 3. Cut pads should be observed by our representative(s) to evaluate the need for overexcavation and replacement with fill. This may be necessary to reduce water infiltration into highly fractured bedrock or other permeable zones, and/or due to differing expansive potential of materials beneath a structure. The overexcavation should be at least three feet. Deeper overexcavation may be recommended in some cases. ROCK PLACEMENT AND ROCK FILL GUIDELINES It is anticipated that large quantities of oversize material would be generated during grading. It's likely that such materials may require special handling for burial. Although alternatives may be developed in the field, the following methods of rock disposal are recommended on a preliminary basis. Limited Larger Rock When materials encountered are principally soil with limited quantities of larger rock fragments or boulders, placement in windrows is recommended. The following procedures should be applied: I. Oversize rock (greater than 8 inches) should be placed in windrows. a) Windrows are rows of single file rocks placed to avoid nesting or clusters of rock. b) Each adjacent rock should be approximately the same size (within —one foot in diameter). GEOTEK GENERAL GRADING GUIDELINES APPENDIX D Geotechnical and Infiltration Evaluation Page D-6 17802 Irvine Boulevard, Tustin, Orange County, California Project No. 2901-CR C) The maximum rock size allowed in windrows is four feet 2. A minimum vertical distance of three feet between lifts should be maintained. Also, the windrows should be offset from lift to lift. Rock windrows should not be closer than 15 feet to the face of fill slopes and sufficient space must be maintained for proper slope construction (see Plate G-4). 3. Rocks greater than eight inches in diameter should not be placed within seven feet of the finished subgrade for a roadway or pads and should be held below the depth of the lowest utility. This will allow easier trenching for utility lines. 4. Rocks greater than four feet in diameter should be broken down, if possible, or they may be placed in a dozer trench. Each trench should be excavated into the compacted fill a minimum of one foot deeper than the largest diameter of rock. a) The rock should be placed in the trench and granular fill materials (SE>30) should be flooded into the trench to fill voids around the rock. b) The over size rock trenches should be no closer together than 15 feet from any slope face. C) Trenches at higher elevation should be staggered and there should be a minimum of four feet of compacted fill between the top of the one trench and the bottom of the next higher trench. d) It would be necessary to verify 90 percent relative compaction in these pits. A 24 to 72 hour delay to allow for water dissipation should be anticipated prior to additional fill placement. Structural Rock Fills If the materials generated for placement in structural fills contains a significant percentage of material more than six (6) inches in one dimension, then placement using conventional soil fill methods with isolated windrows would not be feasible. In such cases the following could be considered: I. Mixes of large rock or boulders may be placed as rock fill. They should be below the depth of all utilities both on pads and in roadways and below any proposed swimming pools or other excavations. If these fills are placed within seven (7) feet of finished grade, they may affect foundation design. 2. Rock fills are required to be placed in horizontal layers that should not exceed two feet in thickness, or the maximum rock size present, which ever is less. All rocks exceeding two feet should be broken down to a smaller size, windrowed (see above), or disposed of in non-structural fill areas. Localized larger rock up to 3 feet in largest dimension may be placed in rock fill as follows: a) individual rocks are placed in a given lift so as to be roughly 50% exposed above the typical surface of the fill , b) loaded rock trucks or alternate compactors are worked around the rock on all sides to the satisfaction of the soil engineer, C) the portion of the rock above grade is covered with a second lift. 3. Material placed in each lift should be well graded. No unfilled spaces (voids) should be permitted in the rock fill. Compaction Procedures Compaction of rock fills is largely procedural. The following procedures have been found to generally produce satisfactory compaction. GEOTEK GENERAL GRADING GUIDELINES APPENDIX D Geotechnical and Infiltration Evaluation Page D-7 17802 Irvine Boulevard, Tustin, Orange County, California Project No. 2901-CR I. Provisions for routing of construction traffic over the fill should be implemented. a) Placement should be by rock trucks crossing the lift being placed and dumping at its edge. b) The trucks should be routed so that each pass across the fill is via a different path and that all areas are uniformly traversed. C) The dumped piles should be knocked down and spread by a large dozer (D-8 or larger suggested). (Water should be applied before and during spreading.) 2. Rock fill should be generously watered (sluiced) a) Water should be applied by water trucks to the: i) dump piles, ii) front face of the lift being placed and, iii) surface of the fill prior to compaction. b) No material should be placed without adequate water. C) The number of water trucks and water supply should be sufficient to provide constant water. d) Rock fill placement should be suspended when water trucks are unavailable: i) for more than 5 minutes straight, or, ii) for more than 10 minutes/hour. 3. In addition to the truck pattern and at the discretion of the soil engineer, large, rubber tired compactors may be required. a) The need for this equipment will depend largely on the ability of the operators to provide complete and uniform coverage by wheel rolling with the trucks. b) Other large compactors will also be considered by the soil engineer provided that required compaction is achieved. 4. Placement and compaction of the rock fill is largely procedural. Observation by trenching should be made to check: a) the general segregation of rock size, b) for any unfilled spaces between the large blocks, and C) the matrix compaction and moisture content. 5. Test fills may be required to evaluate relative compaction of finer grained zones or as deemed appropriate by the soil engineer. a) A lift should be constructed by the methods proposed, as proposed 6. Frequency of the test trenching is to be at the discretion of the soil engineer. Control areas may be used to evaluate the contractor's procedures. 7. A minimum horizontal distance of 15 feet should be maintained from the face of the rock fill and any finish slope face. At least the outer 15 feet should be built of conventional fill materials. Piping Potential and Filter Blankets Where conventional fill is placed over rock fill, the potential for piping (migration) of the fine grained material from the conventional fill into rock fills will need to be addressed. The potential for particle migration is related to the grain size comparisons of the materials present and in contact with each other. Provided that 15 percent of the finer soil is larger than the effective pore size of the coarse soil, then particle migration is substantially mitigated. This can be accomplished with a well-graded matrix material for the rock fill and a zone of fill similar to the matrix above it. The specific gradation of the fill materials placed during grading must be known to evaluate the need for any type of filter that may be necessary to cap the rock fills. This, unfortunately, can only be accurately determined during construction. GEOTEK GENERAL GRADING GUIDELINES APPENDIX D Geotechnical and Infiltration Evaluation Page D-8 17802 Irvine Boulevard, Tustin, Orange County, California Project No. 2901-CR In the event that poorly graded matrix is used in the rock fills, properly graded filter blankets 2 to 3 feet thick separating rock fills and conventional fill may be needed. As an alternative, use of two layers of filter fabric (Mirafi 700 x or equivalent) could be employed on top of the rock fill. In order to mitigate excess puncturing, the surface of the rock fill should be well broken down and smoothed prior to placing the filter fabric. The first layer of the fabric may then be placed and covered with relatively permeable fill material (with respect to overlying material) I to 2 feet thick. The relative permeable material should be compacted to fill standards. The second layer of fabric should be placed and conventional fill placement continued. Subdrainage Rock fill areas should be tied to a subdrainage system. If conventional fill is placed that separates the rock from the main canyon subdrain, then a secondary system should be installed. A system consisting of an adequately graded base (3 to 4 percent to the lower side) with a collector system and outlets may suffice. Additionally, at approximately every 25 foot vertical interval, a collector system with outlets should be placed at the interface of the rock fill and the conventional fill blanketing a fill slope Monitoring Depending upon the depth of the rock fill and other factors, monitoring for settlement of the fill areas may be needed following completion of grading. Typically, if rock fill depths exceed 40 feet, monitoring would be recommend prior to construction of any settlement sensitive improvements. Delays of 3 to 6 months or longer can be expected prior to the start of construction. UTILITY TRENCH CONSTRUCTION AND BACKFILL Utility trench excavation and backfill is the contractor's responsibility. The geotechnical consultant typically provides periodic observation and testing of these operations. While efforts are made to make sufficient observations and tests to verify that the contractors' methods and procedures are adequate to achieve proper compaction, it is typically impractical to observe all backfill procedures. As such, it is critical that the contractor use consistent backfill procedures. Compaction methods vary for trench compaction and experience indicates many methods can be successful. However, procedures that "worked" on previous projects may or may not prove effective on a given site. The contractor(s) should outline the procedures proposed, so that we may discuss them prior to construction. We will offer comments based on our knowledge of site conditions and experience. I. Utility trench backfill in slopes, structural areas, in streets and beneath flat work or hardscape should be brought to at least optimum moisture and compacted to at least 90 percent of the laboratory standard. Soil should be moisture conditioned prior to placing in the trench. 2. Flooding and jetting are not typically recommended or acceptable for native soils. Flooding or jetting may be used with select sand having a Sand Equivalent (SE) of 30 or higher. This is typically limited to the following uses: a) shallow (12 + inches) under slab interior trenches and, b) as bedding in pipe zone. The water should be allowed to dissipate prior to pouring slabs or completing trench compaction. GEOTEK GENERAL GRADING GUIDELINES APPENDIX D Geotechnical and Infiltration Evaluation Page D-9 17802 Irvine Boulevard, Tustin, Orange County, California Project No. 2901-CR 3. Care should be taken not to place soils at high moisture content within the upper three feet of the trench backfill in street areas, as overly wet soils may impact subgrade preparation. Moisture may be reduced to 2% below optimum moisture in areas to be paved within the upper three feet below sub grade. 4. Sand backfill should not be allowed in exterior trenches adjacent to and within an area extending below a I:I projection from the outside bottom edge of a footing, unless it is similar to the surrounding soil. 5. Trench compaction testing is generally at the discretion of the geotechnical consultant. Testing frequency will be based on trench depth and the contractor's procedures. A probing rod would be used to assess the consistency of compaction between tested areas and untested areas. If zones are found that are considered less compact than other areas, this would be brought to the contractor's attention. JOB SAFETY General Personnel safety is a primary concern on all job sites. The following summaries are safety considerations for use by all our employees on multi-employer construction sites. On ground personnel are at highest risk of injury and possible fatality on grading construction projects. The company recognizes that construction activities will vary on each site and that job site safety is the contractor's responsibility. However, it is, imperative that all personnel be safety conscious to avoid accidents and potential injury. In an effort to minimize risks associated with geotechnical testing and observation, the following precautions are to be implemented for the safety of our field personnel on grading and construction projects. I. Safety Meetings: Our field personnel are directed to attend the contractor's regularly scheduled safety meetings. 2. Safety Vests: Safety vests are provided for and are to be worn by our personnel while on the job site. 3. Safety Flags: Safety flags are provided to our field technicians; one is to be affixed to the vehicle when on site,the other is to be placed atop the spoil pile on all test pits. In the event that the contractor's representative observes any of our personnel not following the above, we request that it be brought to the attention of our office. Test Pits Location, Orientation and Clearance The technician is responsible for selecting test pit locations. The primary concern is the technician's safety. However, it is necessary to take sufficient tests at various locations to obtain a representative sampling of the fill. As such, efforts will be made to coordinate locations with the grading contractors authorized representatives (e.g. dump man, operator, supervisor, grade checker, etc.), and to select locations following or behind the established traffic pattern, preferably outside of current traffic. The contractors authorized representative should direct excavation of the pit and safety during the test period. Again, safety is the paramount concern. Test pits should be excavated so that the spoil pile is placed away from oncoming traffic. The technician's vehicle is to be placed next to the test pit, opposite the spoil pile. This necessitates that the fill be maintained in a drivable condition. Alternatively, the contractor may opt to park a piece of equipment in front of test pits, particularly in small fill areas or those with limited access. 'G, GEOTEK GENERAL GRADING GUIDELINES APPENDIX D Geotechnical and Infiltration Evaluation Page D-10 17802 Irvine Boulevard, Tustin, Orange County, California Project No. 2901-CR A zone of non-encroachment should be established for all test pits (see diagram below). No grading equipment should enter this zone during the test procedure. The zone should extend outward to the sides approximately 50 feet from the center of the test pit and 100 feet in the direction of traffic flow. This zone is established both for safety and to avoid excessive ground vibration, which typically decreases test results. TEST PIT SAFETY PLAN SIDE VIEW Test Pit Spoil pile 50 ft Zone of Traffic Direction Non-Encroachment Vehicle parked here Test Pit Lp, oil le 10 0 ft Zone of Non-Encroachment 50 ft Zone of Non-Encroachment PLAN VIEW IF Slope Tests When taking slope tests, the technician should park their vehicle directly above or below the test location on the slope. The contractor's representative should effectively keep all equipment at a safe operation distance (e.g. 50 feet) away from the slope during testing. The technician is directed to withdraw from the active portion of the fill as soon as possible following testing. The technician's vehicle should be parked at the perimeter of the fill in a highly visible location. Trench Safety It is the contractor's responsibility to provide safe access into trenches where compaction testing is needed. Trenches for all utilities should be excavated in accordance with CAL-OSHA and any other applicable safety standards. Safe conditions will be required to enable compaction testing of the trench backfill. All utility trench excavations in excess of 5 feet deep, which a person enters, are to be shored or laid back. Trench access should be provided in accordance with OSHA standards. Our personnel are directed not to enter any trench by being lowered or"riding down" on the equipment. Our personnel are directed not to enter any excavation which; I. is 5 feet or deeper unless shored or laid back, 2. exit points or ladders are not provided, 3. displays any evidence of instability, has any loose rock or other debris which could fall into the trench, or 4. displays any other evidence of any unsafe conditions regardless of depth. ,C� GEOTEK GENERAL GRADING GUIDELINES APPENDIX D Geotechnical and Infiltration Evaluation Page D-1 1 17802 Irvine Boulevard, Tustin, Orange County, California Project No. 2901-CR If the contractor fails to provide safe access to trenches for compaction testing, our company policy requires that the soil technician withdraws and notifies their supervisor. The contractor's representative will then be contacted in an effort to affect a solution. All backfill not tested due to safety concerns or other reasons is subject to reprocessing and/or removal. Procedures In the event that the technician's safety is jeopardized or compromised as a result of the contractor's failure to comply with any of the above, the technician is directed to inform both the developer's and contractor's representatives. If the condition is not rectified, the technician is required, by company policy, to immediately withdraw and notify their supervisor. The contractor's representative will then be contacted in an effort to affect a solution. No further testing will be performed until the situation is rectified. Any fill placed in the interim can be considered unacceptable and subject to reprocessing, recompaction or removal. In the event that the soil technician does not comply with the above or other established safety guidelines, we request that the contractor bring this to technician's attention and notify our project manager or office. Effective communication and coordination between the contractors' representative and the field technician(s) is strongly encouraged in order to implement the above safety program and safety in general. The safety procedures outlined above should be discussed at the contractor's safety meetings. This will serve to inform and remind equipment operators of these safety procedures particularly the zone of non-encroachment. The safety procedures outlined above should be discussed at the contractor's safety meetings. This will serve to inform and remind equipment operators of these safety procedures particularly the zone of non-encroachment. GEOTEK STANDARD GRADING 1548 North Maple Street TYPICAL CANYON GUIDELINES Corona, California 92880 CLEANOUT PLATE D-I STANDARD GRADING GUIDELINESPLADE D-I STANDARD GRADING 1548 North Maple Street TREATMENT ABOVE GUIDELINES Corona, California 92880 NATURAL SLOPES PLATE D-2 STANDARD GRADING 1548 North Maple Street COMMON FILL GUIDELINES Corona, California 92880 SLOPE KEYS PLATE D-3 NOTES: 2) MAXIMUM ROCK SIZE IN WINDROWS IS 4 FEET IN DIAMETER 3) SOIL AROUND WINDROWS TO BE SANDY MATERIAL SUBJECT TO SOIL ENGINEER ACCEPTANCE 4) SPACING AND CLEARANCES MUST BE SUFFICIENT TO ALLOW FOR PROPER COMPACTION 5) INDIVIDUAL LARGE ROCKS MAY BE BURIED IN PITS. STANDARD GRADING 1548 North Maple Street ROCK BURIAL DETAILS GUIDELINES Corona, California 92880 PLATE D-4 MIN.3 FEET COMPACTED FILL TERRACE DRAIN �A,i�l x ��A.4.• AS REQUIRED �';• `a BEDROCK COMPACTED FILL 2 x,�A A� x A A.x l A A •tel � 1 Ay4.l ] � A.A� X MIN.2 FEET A .L i A A A`1 J`A � Y. AAA a ' a�} SAkAaAAA a?A x1a AiAii ) xA��Yk.xA YEA x EMBEDDMENT 1��,%�•,,ti ti,�•`���'„ {>,�`h� ?,a A A tiA4�. r�i x '7 J ti�:..{1 ti} A k,,,�.7 KA. �}.J ,'��, `�'. 1 tK) ,�k"? A� L.,,,w ,�,,1 rw{ , ��Yom, a ) ),w�•.'�) � ,,��, 1 ,.,�.y A� i. K' �,_a ] �� } ��, ��,{,r ,, ��ti?.�,1 A 1 f i ,� A •.,� �,��,�.h%.l� � /�)1 )�cA�, A.�, '�kK h a A.l� ..f )i l) J a ice.{'tires. �y h MIN.15 FEET WIDE OR 1.5 EQUIPMENT BACKDRAINS (SEE DETAIL) WIDTHS FOR COMPACTION STANDARD GRADING 1548 North Maple Street TYPICAL BUTTRESS AND GUIDELINES Corona, California 92880 STABILIZATION FILL PLATE D-5 Attachment H City Covenant [To Be Used for projects not involving land subdivisions] 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 Covenant and 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 , 20_, 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 Numbed): 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 Covenantor, and Covenantor desires to, restrict the use of Property according to the conditions, covenants, CA 02/12 845078.1 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 1. Operation and Maintenance ("O&M") Plan for Best Management Practices «Bf MPs„) 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 Agreement 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 Agreement. 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 8. 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. 11. 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 Mariam Madjlessi, P.E. Deputy Building Official 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 PRELIMINARY HYDROLOGY & HYDRAULICS STUDY 17802 IRVINE BOULEVARD TUSTIN, CA 92780 TTM 19224 Prepared For: Intracorp SW, LLC 895 Dove Street, Suite 400 Newport Beach, CA 92660 (949) 258-7555 Prepared By: C&V Consulting, Inc. 9830 Irvine Center Drive Irvine, California 92618 (949) 916-3800 Prepared: January 2022 Revised: April 2022 TABLE OF CONTENTS Acknowledgement and Signature Page ... ... ... ... ... ... ... ... ... ... ......3 I. Introduction ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... .......4 II. Methodology ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... .......1 III. Design Assumptions ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ..5 IV. Conclusion ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ...5 V. References ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ...6 APPENDI CI ES A. Vicinity Map, Existing Hydrology Map, & Proposed Hydrology Map B. Pre- & Post-Development Hydrology Calculations (50, 100-Year Storm) C. Time of Concentration Nomographs D. Orange County Soils Map E. Orange County Hydrology Manual References 2 Preliminary Hydrology Study and Hydraulic Analysis For 17802 Irvine Boulevard, Tustin APN: 401-141-13 & 401-141-57 Tract No: 19224 ACKNOWLEDGEMENT AND SIGNATURE PAGE This Hydrology Study prepared by C&V Consulting, Inc. under the supervision of Ryan J. Bittner, P.E. Ryan J. Bittner, R.C.E. 68167 Date C&V Consulting, Inc. 3 Introduction• The proposed project site is located at 17802 Irvine Blvd, Tustin, CA 92780. The site is bounded to the north by Irvine Blvd, to the east by an existing apartment complex, to the south by an existing single detached residential community, and to the west by an existing office building at(at a lot hereby referred to as 17772 Irvine Blvd). The existing site includes two occupied office buildings bordered by asphalt parking stalls on the north and south and a drive aisle in between with three driveways on Irvine Blvd and access to the adjacent lot to the west though a drive aisle in the southwest corner of the lot. The site is sparsely vegetated with small landscape pockets along the parking stalls. The existing site is relatively flat with elevations ranging from approximately 139.5 feet to 137.6 feet above mean sea level. The northeast quadrant(approximately 0.5 acres) slopes from southwest to northeast through a gutter that drains to Irvine Blvd. Stormwater then travels east in the existing gutter of Irvine Blvd to an existing catch basin at Fashion Lane located approximately 700 feet east of the site, then continues to a City of Tustin storm drain which outlets at the Orange County Flood Control District(OCFCD) El Modema-Irvine Channel. The remainder of the site (approximately 1.5 acres) slopes from north to south and east to west to the ultimate low point of the site in the southwest corner. Stormwater flows in an existing parking lot gutter within 17772 Irvine Blvd until it drains via an existing driveway in Prospect Avenue. Stormwater continues south in the existing Prospect Avenue gutter to a catch basin at First Street approximately 700 feet south of the site, then continues to a City of Tustin storm drain which also outlets at the OCDCD El Moderna-Irvine Channel. The proposed site contains 40 residential units including 12 detached condominiums and 28 duplexes. One main drive aisle with circle the site with patios and landscaping between buildings and pavement. A park landscape area is proposed at the front and center of the lot. The proposed site will follow similar drainage pattern as the existing and is split between two drainage areas with catch basins in the north and southwest corners. Surface flows will be directed into an area drain system or into onsite curb and gutters which will convey the flow to the underground storm drain system. All flows will be conveyed to an infiltration detention pipe where water will be stored onsite until it can percolate into the ground. During a major storm event when the detention pipe fills to capacity, the stormwater will be directed to match the existing flow pattern. There are two emergency overflow locations. One is in the form of a parkway culvert on Irvine Blvd to the north. The second is through a grate inlet in the southwest corner,into a proposed gutter that will outlet to the existing parking lot gutter in 17772 Irvine Blvd. There is an existing easement for drainage purposes along the southern property line of 17772 Irvine Blvd. that will allow for emergency overflow drainage for the project site. Methodology The proposed drainage area was analyzed by utilizing the Orange County Hydrology Manual. Each Drainage Area(DA)was divided as illustrated on the Proposed Hydrology Map (Exhibit 2). Each area was then analyzed for acreage, impervious cover, and Time of Concentration (Tc)per the Rational Method. In this preliminary hydrology study, the recommended values per the Orange 4 County Hydrology Manual were utilized for the percentage of impervious area of the proposed condition. Refer to Appendix E for the table of recommended assumptions of impervious cover. Design Assumptions: 1. The onsite drainage area was analyzed for the 50 and 100-year storm event using Rational Method Analysis per the County of Orange Hydrology Manual. 2. The drainage area is located in Soil Groups B according to Soil Map B of the Hydrology Manual as shown in Appendix C. 3. The rainfall intensity for all storm events varies according to Figure B-3 (page B-7) of the Hydrology Manual. 4. The infiltration rate for the pervious area, Fp, is 0.30 inches/hour per Table C.2 in Section C.6.4. of the Orange County Hydrology Manual. 5. An existing impervious area percentage of 90%was used for the pre-development condition. A proposed impervious area percentage of 80%was used for the post-development condition. 6. Storm drains and catch basins onsite will designed for a 50-year storm event, which corresponds to the design requirements for the project. 7. The Hydrology Map attached to the back of this study is made part of the study. 5 Conclusion: The results from this hydrology and hydraulic analysis demonstrate the following: • The drainage design for Tentative Tract Map 19224 has been designed to meet the County of Orange Flood Control Standards and per City of Tustin requirements • The drainage system is designed to manage runoff from a 100-year storm 50-Yr Event Summary: Subarea Flow Rate Time of Concentration Pre-Development X1 4.32 cfs 13.0 min Flow Rate X2 2.23 cfs 6.5 min Post-Development Al 2.89 cfs 9.5 min Flow Rate A2 4.06 cfs 8 min 100-Yr Event Summary: Subarea Flow Rate Time of Concentration Pre-Development X1 4.90 cfs 13.0 min Flow Rate X2 2.53 cfs 6.5 min Post-Development Al 3.28 cfs 9.5 min Flow Rate A2 4.61 cfs 8 min The proposed development will decrease the flow rate to the existing drainage easement in 17772 Irvine Blvd by 1.43 cfs during the 50-year storm event and 1.62 cfs during the 100-year storm event. However, it will increase the flow rate to Irvine Blvd by 1.83 cfs during the 50-year event and 2.08 cfs during the 100-year event. However, the site will utilize a detention infiltration system to retain and treat a water quality design capture volume that is larger than this increase in flow. The underground detention system will be utilized to store the water quality volume to allow infiltration to recharge the groundwater. Therefore, downstream facilities will note be hydrologically or hydraulically impacted by the proposed condition of the site. 6 References: 1. Orange County Hydrology Manual 1986 2. NRCS Web Soil Survey 7 APPENDIX A Vicinity Map, Existing Hydrology Map, & Proposed Hydrology Map W Q N W u' 55 U) IRVINE BLVD SITE W. FIRST ST MAIN ST 5 PJB 55 Q�`O VICINITY MAP NOT TO SCALE EXISTING HYDROLOGY MAP - ---- IRVINE -- -IF IRVINE BOULEVARD o o _ _ .X oreux,�wEa H�re6 NHHfN�iH�f HiIEHiHI� H� i �� 1.5 7NIIIIl1111111111111111111111111111111111111111111111111� �i l HWN googol EHfy��HHHIHHf DT�TT/7�1 P77TlTIiI rmTrrn�rrrm�rmir�vTrirria rmir� r=zo u lo zo au NI CITY EOE AUSTIN "l.TR-ST I TENTATIVE TRACT MAP 18224 ' TUSTIN A 1 1M2 IRVINE BOULEVARD,TUSTIN,CA S .S PROPOSED HYDROLOGY MAP IF - - - - - - _ uuu�nUrerererere n — — IRVINE BOULEVARD — — — %1 rere�re w.rererereaw aaxeN an reso Yr rKx --------------- awrere��,rere�sre, r HHH HwH� - -- � � � I e*�is� e � e s o� e �L=95e e e •e B rvm��uuE u�m�aaow a am owuuoc murvn wuuu� AA AA AL e�jr��/q¢��5\ -.—� i '. /ALJ AA AA AA—'AA AA AA --.. _— L=245 1 I e � a. ." a. nuuuuuuumuuuuuu�n wu n � � _ 8 B 4 8 res s a � DD as A0 A, DD 00 DD DD 0D ------------- 1-zo 1u zu 4u CITY EOE AUSTIN "IINTR-m1 TENTATIVE TRACT MAP 18224 ' TUSTIN A FF 1 1M2 IRVINE BOULEVARD,TUSTIN,CA S .S APPENDIX B Pre- & Post-Development Hydrology Calculations (50, 100-Year Storm) RATIONAL METHOD STUDY FORM Orange County STUDY NAME: 17802 IRVINE BLVD,TUSTIN DATE:1/21/2022 50 YEAR STORM RATIONAL METHOD HYDROLOGY MANUAL PAGE 1 OF 1 CONC.PT. AREA(ACRES) LONGEST FLOWPATH RANGE SOIL DEV. Tt Tc I Fm Q FLOW SLOPE HYDRAULICS AND MAP AREA SUBAREA TOTAL BEGINNING NODE ENDING NODE TYPE A MIN. MIN. in/hr in/hr TOTAL PATH,FT FT/FT NOTES Existing Area X1 1.54 1.54 100 101 B 0.154 13.0 3.17 0.046 4.32 525 0.006 X2 0.53 0.53 200 201 B 0.053 6.5 4.69 0.016 2.23 160 0.002 Proposed Area Al 0.97 0.97 100 101 B 0.194 9.5 3.78 0.058 2.89 375 0.007 A2 1.10 1.10 200 201 B 0.22 8 4.17 0.066 4.06 295 0.009 NOTES: I(t) =at^b a=13.521 b=-0.566;Fm=A *F F x.30 Soil B USDA Soils Ma =C*(I-Fm*A�C=0.8(proposed),0.9(existing); Refer to Appendix E for Mean Precipitation Intensities("a"and"b"values). RATIONAL METHOD STUDY FORM Orange County STUDY NAME: 17802 IRVINE BLVD,TUSTIN DATE:1/21/2022 100 YEAR STORM RATIONAL METHOD HYDROLOGY MANUAL PAGE 1 OF 1 CONC.PT. AREA(ACRES) LONGEST FLOWPATH RANGE SOIL DEV. Tt Tc I Fm Q FLOW SLOPE HYDRAULICS AND MAP AREA SUBAREA TOTAL BEGINNING NODE ENDING NODE TYPE A MIN. MIN. in/hr in/hr TOTAL PATH,FT FT/FT NOTES Existing Area X1 1.54 1.54 100 101 B 0.154 13.0 3.58 0.046 4.90 525 0.006 X2 0.53 0.53 200 201 B 0.053 6.5 5.32 0.016 2.53 160 0.002 Proposed Area Al 0.97 0.97 100 101 B 0.194 9.5 4.28 0.058 3.28 375 0.007 A2 1.10 1.10 200 201 B 0.22 8 4.73 0.066 4.61 295 0.009 NOTES: I(t) =at^b a=15.560 b=-0.573;Fm=A *F F =0.30 Soil B USDA Soils Ma =C*(I-Fm*A�C=0.8(proposed),0.9(existing); Refer to Appendix E for Mean Precipitation Intensities("a"and"b"values). APPENDIX C Time of Concentration Nomographs TcLIMITATIONS.' L 100 1. Maximum length = 1000 Feet Tc 1000 90 2. Maximum area = 10 Acres 5 (min) 900 80 a 70 H AREA Al 6 a3o0 4o L = 375' 6a a H = 2.7' 700 w e a xDd Pi = 80 7 E 50 Eos o Tc = 9.5 min 600 Q �° a +Q so 9 a 4 m m 0 CL JO 500 n 4� m 2a 9 35 a (L ' 10 E CL K PL;� 4 11 400 L 30 G c Good Cover 0 2 w - 350 25 Undeveloped c i•a 13 ,� _ Fair Cover 0 .6 14 v E _ 300 Undeveloped 4 15 m 20 Poor Cover ,0 a 3 ; 19 za 2 16 a -v 1$ Single Family 17 E 250 [16 17 (5-7 OU/AC] 18 0 Comm(Pave rc� �90 m 19 U .. 1rL 2t7 �- d 200 L-Fi-Tc-�K-Tc' 25 - P1 5 Pt Development 150 m 9 80_ Apartment E F 8 75- Mobile Horne: 30 - 65- Condominium 60- Single Family-5,000 ft2 Lot iE 7 40- Single Family-1/4 Acre Lot 20- Singlie Family-I Acre Lot 35 - 6 15 - Developed Open ,pace 100 10 - Single Family-21/2 Acre Lot 40 5 4 ORANGE COUNTY TIME OF CONCENTRATION NOMOGRAPH HYDROLOGY MANUAL FOR INITIAL SUBAREA D-4 Figure D-1 TcLIMITATIONS.' L 100 1. Maximum length = 1000 Feet Tc 1000 90 2. Maximum area = 10 Acres 5 (min) 900 80 a 70 H AREA A2 6 800 4o L = 295' 6a goo H = 2.7' 700 w e a 'Dd Pi = 80 7 50 �+ Eos o Tc= 8 min 600 Q a +Q 6a 9 a 4 m m '" JO CL c 500 _nf_ 30 40 20 9 10 CL fL , 7- 400 Undeveloped Gond C 2 # °m 350 25 Undeveloped i•a 13 Fair Cover 0 .6 14 v _ _ Undeveloped 4 15 m 20 Poor Cover 00 c 3 19 za 16 a -v 18Single Family17 250 t 16 17 (5-7 OU/AC) � m 18 c. 15 commercial 19 u ` 14 4Paved� 900 ..K.E-)L 20 W 200 13 L-Fi-Tr--K-Tc' o 12 _ UU 11 25 U a 10 150 Pi Development 9 80- Apartment F 75- Mobile Horne 30 - 65- 0 65- Condominium 60- Single Family-5,000 ftp Lot iE 7 40- Single Family-1/4 Acre Lot 35 20- Singlie Family-I Acre Lot 6 15 - Developed Open ,pace 100 10 - Single Family-21/2 Acre Lot 40 5 4 ORANGE COUNTY TIME OF CONCENTRATION NOMOGRAPH HYDROLOGY MANUAL FOR INITIAL SUBAREA D-4 Figure D-1 TcLIMITATIONS.' L 100 1. Maximum length = 1000 Feet Tc 1000 90 2. Maximum area = 10 Acres 5 (min) 900 80 a H Z3 70 6 a 800 4400 AREA X1 60 b 3w L = 525' 700 w e 4.9-6 a 6 200 H = 1 .0' 7 NCL o: 100 Pi 90 600 a 50 `o Tc = 13 min 8 — a Q p n Q a 4 m m E ,AJO 5 n CL 40 e m 20 9 a 410 l0 E CL c 0 K PL;� 4- , 7- 400 30 lin aped 0 2 #� Good Co w - 350 25 Undeveloped c 1.0 13 _ Fair Cover 0 ;6 14 v E _ 1 300 Undeveloped 415 m 20 Poor Cover ,0 a 3 19 20 2 6 c a -v 18 Single Family 250 ~ 16 (5-7 OU/AC) m 18 15 Commercial 19 u � rs 14 P U ..KEY- 20 d 200 m L-H-Tc-�K-Tc' o � m 12 _ o UU 11 r 25 U 10 PI Development 150 m 9 80_ Apartment E F 8 75- Mobile Horne: 30 - 65- Condominium 60- Single Family-5,000 ft2 Lot iE 7 40- Single Family-1/4 Acre Lot 35 20- Singlie Family-I Acre Lot 6 15 - Developed Open ,pace 100 10 - Single Family-21/2 Acre Lot 40 5 4 ORANGE COUNTY TIME OF CONCENTRATION NOMOGRAPH HYDROLOGY MANUAL FOR INITIAL SUBAREA D-4 Figure D-1 TcLIMITATIONS.' L 100 1. Maximum length = 1000 Feet Tc 1000 90 2. Maximum area = 10 Acres 5 (min) 900 80 a H Z3 70 6 a 800 500 $ 44000 AREA X2 700 60 x 300 L = 160' e 4.9-6 H = 0.9' 7 E 50 E o ¢ Pi = 90 C 600 a �- w so Tc = 6.5 min g C + 0 o 40 2 V E30 o 500 g0 20 a v mf_ 30 35 n a �a 10 E CL c 0K PL; - 4 II , 7- 400 Undeveloped 0 2 # Good Cover °m 350 f 25 Undeveloped c i•0 13 _ Fair Cover 0 ;6 14 v E _ 1 300 Undevelope '4 15 m 20 Poor or O0 c 3 19 20 16 e a -v 18 Si a Family17 E 250 17 16 (5-7' OU/AC) 18 15 Commercial 19 ` 14 (Paved) 90 U ..K.E-Y— 20 d200 3 m L-Fi-Tc-�K-Tc' o _j m - 12 _ UU 11 25 u 10 P Development 150 m 9 80_ Apartment E F 8 75- Mobile Horne 30 65- Condominium 60- Single Family-5,000 ft2 Lot iE 40- Single Family-1/4 Acre Lot 35 20- Singlie Family-i Acre Lot 6 15 - Developed Open ,pace 100 10 - Single Family-21/2 Acre Lot 40 5 4 ORANGE COUNTY TIME OF CONCENTRATION NOMOGRAPH HYDROLOGY MANUAL FOR INITIAL SUBAREA D-4 Figure D-1 APPENDIX D Orange County Soils Map NJ3 I -J"I `ro LEGEND d Cly 6oundares ". •" Hydrologic Sail Groups 4 ASods E ` elf"V h S.11k �I Is • o s wl `® SI:Na IR C 5 a(NRGS) y S Df J ] g ry Wo mRvors do nofL+ - � P bl LO�bALAtl .- - '• O n p "0 eq �® PROJECT SITE n o o 1.2 pa a° II t:p 0. p , .. ! O y X ,.w 6 " ®tl i - 1 r 'Q LLLLLL XVI-2a APPENDIX F Orange County Hydrology Manual References Regression Equations : I (t) = atb (I= Intensity in inches/hour, t= duration in minutes) Return Frequency (years) a b 2 5 . 702 -0 . 574 5 7 . 870 -0 . 562 10 10 . 209 -0 . 573 25 11 . 995 -0 . 566 50 13 . 521 -0 . 566 100 15 . 560 -0 . 573 10 0 6 y W - Z .. 3 _ - 2 0.6 v 04 1 a. 0.3 —�_ — - s - RETURN PERIOD 1000 YR 50- W 0.2 i : _ x r _ ` 25 YR 10 YR — * s 5 YR 0.1 a 0.08 _ 5 10 30 60 100 180 360 1440 PRECIPITATION DURATION (MIN) ORANGE COUNTY MEAN PRECIPITATION INTENSITIES FOR HYDROLOGY MANUAL NONMOUNTAINOUS AREAS ® / Figure B-3 ACTUAL IMPERVIOUS COVER Recommended Value For Average Land Use (1) Range-Percent Conditions-Percent (2) Natural or agriculture 0 - 0 0 Public Park 10 - 25 15 School 30 - 50 40 Single Family Residential: (3) 2.5 acre lots 5 - 15 10 1 acre lots 10 - 25 20 2 dwellings/acre 20 - 40 30 3-4 dwellings/acre 30 - 50 40 5-7 dwellings/acre 35 - 55 50 8-10 dwellings/acre 50 - 70 60 More than 10 dwellings/acre 65 - 90 80 Multiple Family Residential: Condominiums 45 - 70 65 ,Apartments 65 - 90 80 Mobile Home Park 60 - 85 7 5 Commercial, Downtown Business or Industrial 80 - 100 90 Notes: 1. Land use should be based on ultimate development of the watershed. Long range master plans for the County and incorporated cities should be reviewed to insure reasonable land use assumptions. 2. Recommended values are based on average conditions which =nay not apply to a particular study area. The percentage impervious may vary greatly even on comparable sized lots due to differences in dwelling size, impro'✓ements, etc. Landscape practices should also be considered as it is common in some areas to use ornamental gravels underlain by impervious plastic materials in place of lawns and shrubs. A field investigation of a study area shall always be made, and a review of aerial photos, where available, may assist in estimating the percentage of impervious cover in developed areas. 3. For typical equestrian subdivisions increase impervious area 5 percent over the values recommended in the table above. ORANGE COUNTY ACTUAL IMPERVIOUS COVER FOR HYDROLOGY MANUAL DEVELOPED AREAS Figure C-4 C_9 NOISE AND VIBRATION IMPACT ANALYSIS 17802 IRVINE BOULEVARD, TUSTIN RESIDENTIAL DEVELOPMENT PROJECT TUSTIN, CALIFORNIA LSA August 2022 NOISE AND VIBRATION IMPACT ANALYSIS 17802 IRVINE BOULEVARD, TUSTIN RESIDENTIAL DEVELOPMENT PROJECT TUSTIN, CALIFORNIA Submitted to: EPD Solutions, Inc. 2355 Main Street, Suite 100 Irvine, California 92614 Prepared by: LSA 20 Executive Park, Suite 200 Irvine, California 92614 (949) 553-0666 Project No. ESI-2201.31 LSA August 2022 NOISE AND VIBRATION IMPACT ANALYSIS 17802 IRVINE BOULEVARD,TUSTIN RESIDENTIAL DEVELOPMENT LSA C A AUGUST 2022 TUSTIN, CALIFORNIA J``\ TABLE OF CONTENTS FIGURES AND TABLES............................................................................................................................. ii LIST OF ABBREVIATIONS AND ACRONYMS............................................................................................ iii INTRODUCTION .......................................................................................................... 4 Project Location And Description..................................................................................................4 Existing Land Uses In The Project Area .........................................................................................4 NOISE AND VIBRATION FUNDAMENTALS.................................................................... 7 Characteristics of Sound................................................................................................................7 Measurement of Sound.................................................................................................................7 Physiological Effects of Noise.............................................................................................................8 Fundamentals of Vibration.......................................................................................................... 10 REGULATORY SETTING.............................................................................................. 12 ApplicableNoise Standards.........................................................................................................12 Cityof Tustin.....................................................................................................................................12 Federal Transit Administration.........................................................................................................14 Applicable Vibration Standards...................................................................................................14 Federal Transit Administration.........................................................................................................14 OVERVIEW OF THE EXISTING NOISE ENVIRONMENT.................................................. 16 Ambient Noise Measurements ...................................................................................................16 Long-Term Noise Measurements.....................................................................................................16 ExistingAircraft Noise................................................................................................................. 16 PROJECT IMPACT ANALYSIS ...................................................................................... 18 Short-Term Construction Noise Impacts.....................................................................................18 Short-Term Construction Vibration Impacts...............................................................................21 Long-Term Off-Site Traffic Noise Impacts...................................................................................23 Long-Term Traffic-Related Vibration Impacts.............................................................................23 Best Construction Practices.........................................................................................................23 LAND USE COMPATIBILITY........................................................................................ 25 Exterior Noise Assessment..........................................................................................................25 Interior Noise Assessment...........................................................................................................25 REFERENCES ............................................................................................................. 26 APPENDICES A: NOISE MONITORING DATA B: CONSTRUCTION NOISE CALCULATIONS P:\ESL2201.31\Product\No iseAndVibrat ion Re port_08092022.docx A08/09/22» i NOISE AND VIBRATION IMPACT ANALYSIS 17802 IRVINE BOULEVARD,TUSTIN RESIDENTIAL DEVELOPMENT LSA A AUGUST 2022 TUSTIN, CALIFORNIA J``\ FIGURES AND TABLES FIGURES Figure1: Project Location.......................................................................................................................5 Figure2: Site Plan...................................................................................................................................6 Figure 3: Noise Monitoring Locations ..................................................................................................17 TABLES Table A: Definitions of Acoustical Terms................................................................................................9 Table B: Common Sound Levels and Their Noise Sources....................................................................10 Table C: City of Tustin Interior and Exterior Noise Standards.............................................................. 12 Table D: City of Tustin Maximum Noise Level Standards.....................................................................13 Table E: General Assessment Construction Noise Criteria...................................................................14 Table F: Interpretation of Vibration Criteria for Detailed Analysis ...................................................... 15 Table G: Construction Vibration Damage Criteria................................................................................ 15 Table H: Existing Noise Level Measurements.......................................................................................16 Table I:Typical Construction Equipment Noise Levels.........................................................................19 Table J: Potential Construction Noise Impacts at Nearest Receptor...................................................20 Table K: Vibration Source Amplitudes for Construction Equipment....................................................21 Table L: Potential Construction Vibration Annoyance Impacts at Nearest Receptor..........................22 Table M: Potential Construction Vibration Damage Impacts at Nearest Receptor.............................22 P:\ESL2201.31\Product\No iseAndVibrat ion Re port_08092022.docx s08/09/22» ii NOISE AND VIBRATION IMPACT ANALYSIS 17802 IRVINE BOULEVARD,TUSTIN RESIDENTIAL DEVELOPMENT LSA A AUGUST 2022 TUSTIN, CALIFORNIA J``\ LIST OF ABBREVIATIONS AND ACRONYMS ADT average daily trips ALUC Airport Land Use Compatibility CEQA California Environmental Quality Act City City of Tustin CNEL Community Noise Equivalent Level dBA A-weighted decibel(s) FHWA Federal Highway Administration ft foot/feet FTA Federal Transit Administration FTA Manual FTA Transit Noise and Vibration Impact Assessment Manual in/sec inch/inches per second Ld„ day-night average noise level Leq equivalent continuous sound level Lmax maximum instantaneous sound level mi mile/miles Noise Element City of Tustin General Plan Noise Element PPV peak particle velocity project Tustin Residential Development Project JWA John Wayne Airport RMS root-mean-square STC Sound Transmission Class VdB vibration velocity decibels P:\ESL2201.31\Product\No iseAndVibrat ion Re port_08092022.docx s08/09/22» III NOISE AND VIBRATION IMPACT ANALYSIS 17802 IRVINE BOULEVARD,TUSTIN RESIDENTIAL DEVELOPMENT LSA A AUGUST 2022 TUSTIN, CALIFORNIA J``\ INTRODUCTION This noise and vibration impact analysis has been prepared to evaluate the potential noise and vibration impacts and reduction measures associated with the proposed Tustin Residential Development Project(project) in Tustin, California. This report is intended to satisfy the City of Tustin's (City) requirement for a project-specific noise impact analysis by examining the impacts of the project site and evaluating noise reduction measures that the project may require. PROJECT LOCATION AND DESCRIPTION The proposed project is located in the western portion of the City of Tustin within Orange County, southeast corner of Irvine Boulevard and Prospect Avenue at 17802 and 17842 Irvine Boulevard, Tustin, 92780. The 2.071-acre Project site consists of two parcels with Assessor's Parcel Numbers (APN)401-141-13 and 401-141-57.The Project site is bound by Irvine Boulevard to the north, Prospect Park to the south, and Prospect Avenue to the west. Regional access to the Project site is provided via Interstate 5 (1-5) and State Route 55 (SR-55) (known locally as Costa Mesa Freeway). Local access to the Project site is provided via Irvine Boulevard and Prospect Avenue. The Project proposes to demolish the two existing office buildings (totaling approximately 44,948 SF) and redevelop the 2.071-acre site with 40 residential units. The 40-unit development would include eighteen (18) duplexes (36 units) and four(4) single-family residences, with thirty-eight(38) market rate and two (2) affordable residential units. Additionally,the proposed Project would include landscaping, parking, and utility/stormwater improvements. Approvals required for the Project include a General Plan Amendment and zone change to develop the proposed residential multifamily community with private drive aisles, parking, and landscaping. Figures 1 and 2 show the project location and site plan, respectively. EXISTING LAND USES IN THE PROJECT AREA The project site is surrounded primarily by residential and commercial uses. The areas adjacent to the project site include the following uses: • North: Existing Columbus Tustin Park and Columbus Tustin Middle School opposite Irvine Boulevard; • East: Existing Palmwood Gardens, a condominium community. • South: Existing Prospect Park, a high-density residential community. • West: Existing retail commercial uses, including a medical office. P:\ESL2201.31\Product\No iseAndVibrat ion Re port_08092022.docx s08/09/22» 4 FIESTA WA1' V ...- y, Gun FV55 SIGEzOve PARK €lern Seh w i OPANGf rRfl {.N ri•IR'K AVE ,tu H l�t't rV+J'Rl'JC1.f'r[}PARA•PC - CHA r++AM 0R _ ' rHi 011oaa riR VItl Ae;f. .... _._.. w .- 6.0 SHIP'WOOK WAY _ &!`Nf FA war _ sir ..- CrliunLvps lust ar Estn& Mad Seh Elrrn 5dr CP pRIN WNE W.VD C Y 4 PST x PRO 5PFCT PARk '� h p = 2 � a !Y W2ND tir r, Y Y^J 3N17 tr t TR'G Sr 134 K 'h b tin _.. Crty Had 'fir ,11A IN r �k em1 d� ...._......... __ u f MAJN SF '1f tial' - r 6 _ Project Vicinity 6 rrr S7 .. RI?,i" ide sy Project County Location 9.r. .Q.. Orange County �P ,TustmHS " i f' k� ba Y• r� - LSA LEGEND FIGURE 1 QProject Location N 17802 Irvine Boulevard o soo 1000 Tustin Residential Development FEET Project Location SOURCE:USGS The National Map(2018) I:\ESL2201.31\GIS\MXD\Project_Location.mxd(8/9/2022) IRVINE B ULEVARD i 39 M . e �� �A I. � I I �s^ — �I a 0V 00 as DD e e a m a - e IM ILJI I i sn DD DD as 00 00 00 A a e - - - - - - - - - - - - F/7 �ei7rF/7/7iD7,7�1 it LSA FIGURE 2 17802 Irvine Boulevard Tustin Residential Development FEET Site Plan SOURCE:C&V Consulting Engineering I:\ESL2201.31\G\Site Plan.ai(8/9/2022) NOISE AND VIBRATION IMPACT ANALYSIS 17802 IRVINE BOULEVARD,TUSTIN RESIDENTIAL DEVELOPMENT LSA A AUGUST 2022 TUSTIN, CALIFORNIA J``\ NOISE AND VIBRATION FUNDAMENTALS CHARACTERISTICS OF SOUND Noise is usually defined as unwanted sound. Noise consists of any sound that may produce physiological or psychological damage and/or interfere with communication, work, rest, recreation, and sleep. To the human ear, sound has two significant characteristics: pitch and loudness. Pitch is generally an annoyance, while loudness can affect the ability to hear. Pitch is the number of complete vibrations, or cycles per second, of a sound wave, which results in the tone's range from high to low. Loudness is the strength of a sound, and it describes a noisy or quiet environment; it is measured by the amplitude of the sound wave. Loudness is determined by the intensity of the sound waves combined with the reception characteristics of the human ear. Sound intensity is the average rate of sound energy transmitted through a unit area perpendicular to the direction in which the sound waves are traveling. This characteristic of sound can be precisely measured with instruments. The analysis of a project defines the noise environment of the project area in terms of sound intensity and its effect on adjacent sensitive land uses. MEASUREMENT OF SOUND Sound intensity is measured with the A-weighted decibel (dBA) scale to correct for the relative frequency response of the human ear.That is, an A-weighted noise level de-emphasizes low and very high frequencies of sound, similar to the human ear's de-emphasis of these frequencies. Decibels (dB), unlike the linear scale (e.g., inches or pounds), are measured on a logarithmic scale representing points on a sharply rising curve. For example, 10 dB is 10 times more intense than 0 dB, 20 dB is 100 times more intense than 0 dB, and 30 dB is 1,000 times more intense than 0 dB. Thirty decibels (30 dB) represents 1,000 times as much acoustic energy as 0 dB. The decibel scale increases as the square of the change, representing the sound pressure energy.A sound as soft as human breathing is about 10 times greater than 0 dB. The decibel system of measuring sound gives a rough connection between the physical intensity of sound and its perceived loudness to the human ear. A 10 dB increase in sound level is perceived by the human ear as only a doubling of the sound's loudness. Ambient sounds generally range from 30 dB (very quiet)to 100 dB (very loud). Sound levels are generated from a source, and their decibel level decreases as the distance from that source increases. Sound levels dissipate exponentially with distance from their noise sources. For a single point source, sound levels decrease approximately 6 dB for each doubling of distance from the source. This drop-off rate is appropriate for noise generated by stationary equipment. If noise is produced by a line source (e.g., highway traffic or railroad operations),the sound decreases 3 dB for each doubling of distance in a hard site environment. Line-source sound levels decrease 4.5 dB for each doubling of distance in a relatively flat environment with absorptive vegetation. P:\ESL2201.31\Product\No iseAndVibrat ion Re port_08092022.docx s08/09/22» 7 NOISE AND VIBRATION IMPACT ANALYSIS 17802 IRVINE BOULEVARD,TUSTIN RESIDENTIAL DEVELOPMENT LSA A AUGUST 2022 TUSTIN, CALIFORNIA J``\ There are many ways to rate noise for various time periods, but an appropriate rating of ambient noise affecting humans also accounts for the annoying effects of sound. The equivalent continuous sound level (Leq) is the total sound energy of time-varying noise over a sample period. However,the predominant rating scales for human communities in the State of California are the Leq and Community Noise Equivalent Level (CNEL) or the day-night average noise level (Ldn) based on A-weighted decibels. CNEL is the time-weighted average noise over a 24-hour period, with a 5 dBA weighting factor applied to the hourly Leq for noises occurring from 7:00 p.m. to 10:00 p.m. (defined as relaxation hours) and a 10 dBA weighting factor applied to noises occurring from 10:00 p.m.to 7:00 a.m. (defined as sleeping hours). Ldn is similar to the CNEL scale but without the adjustment for events occurring during relaxation hours. CNEL and Ldn are within 1 dBA of each other and are normally interchangeable. The City uses the CNEL noise scale for long-term traffic noise impact assessment. Other noise rating scales of importance when assessing the annoyance factor include the maximum instantaneous noise level (Lmax), which is the highest sound level that occurs during a stated time period. The noise environments discussed in this analysis for short-term noise impacts are specified in terms of maximum levels denoted by Lmax, which reflects peak operating conditions and addresses the annoying aspects of intermittent noise. It is often used together with another noise scale, or noise standards in terms of percentile noise levels, in noise ordinances for enforcement purposes. For example,the L10 noise level represents the noise level exceeded 10 percent of the time during a stated period. The Lso noise level represents the median noise level. Half the time the noise level exceeds this level, and half the time it is less than this level.The L90 noise level represents the noise level exceeded 90 percent of the time and is considered the background noise level during a monitoring period. For a relatively constant noise source, the Leq and Lso are approximately the same. Noise impacts can be described in three categories. The first category includes audible impacts, which are increases in noise levels noticeable to humans. Audible increases in noise levels generally refer to a change of 3 dB or greater because this level has been found to be barely perceptible in exterior environments.The second category, potentially audible, refers to a change in the noise level between 1 dB and 3 dB. This range of noise levels has been found to be noticeable only in laboratory environments.The last category includes changes in noise levels of less than 1 dB,which are inaudible to the human ear. Only audible changes in existing ambient or background noise levels are considered potentially significant. Physiological Effects of Noise Physical damage to human hearing begins at prolonged exposure to sound levels higher than 85 dBA. Exposure to high sound levels affects the entire system, with prolonged sound exposure in excess of 75 dBA increasing body tensions, thereby affecting blood pressure and functions of the heart and the nervous system. In comparison, extended periods of sound exposure above 90 dBA would result in permanent cell damage. When the sound level reaches 120 dBA, a tickling sensation occurs in the human ear, even with short-term exposure.This level of sound is called the threshold of feeling. As the sound reaches 140 dBA, the tickling sensation is replaced by a feeling of pain in the ear(i.e., the threshold of pain). A sound level of 160-165 dBA will result in dizziness or a P:\ESL2201.31\Product\No iseAndVibrat ion Re port_08092022.docx s08/09/22» 8 NOISE AND VIBRATION IMPACT ANALYSIS 17802 IRVINE BOULEVARD,TUSTIN RESIDENTIAL DEVELOPMENT LSA A AUGUST 2022 TUSTIN, CALIFORNIA J``\ loss of equilibrium. The ambient or background noise problem is widespread and generally more concentrated in urban areas than in outlying, less developed areas. Table A lists definitions of acoustical terms, and Table B shows common sound levels and their sources. Table A: Definitions of Acoustical Terms Term Definitions Decibel,dB A unit of sound measurement that denotes the ratio between two quantities that are proportional to power;the number of decibels is 10 times the logarithm(to the base 10)of this ratio. Frequency, Hz Of a function periodic in time,the number of times that the quantity repeats itself in 1 second (i.e.,the number of cycles per second). A-Weighted Sound The sound level obtained by use of A-weighting.The A-weighting filter de-emphasizes the very Level,dBA low and very high frequency components of the sound in a manner similar to the frequency response of the human ear and correlates well with subjective reactions to noise.(All sound levels in this report are A-weighted unless reported otherwise.) 1_01,1_10,1_50,1-90 The fast A-weighted noise levels that are equaled or exceeded by a fluctuating sound level 1%, 10%,SO%,and 90%of a stated time period,respectively. Equivalent The level of a steady sound that,in a stated time period and at a stated location,has the same Continuous Noise A-weighted sound energy as the time-varying sound. Level, Leq Community Noise The 24-hour A-weighted average sound level from midnight to midnight,obtained after the Equivalent Level, addition of S dBA to sound levels occurring in the evening from 7:00 p.m.to 10:00 p.m.and CNEL after the addition of 10 dBA to sound levels occurring in the night between 10:00 p.m.and 7:00 a.m. Day/Night Noise The 24-hour A-weighted average sound level from midnight to midnight,obtained after the Level, Ldn addition of 10 dBA to sound levels occurring in the night between 10:00 p.m.and 7:00 a.m. Lmax,Lmin The maximum and minimum A-weighted sound levels measured on a sound level meter, during a designated time interval,using fast time averaging. Ambient Noise Level The all-encompassing noise associated with a given environment at a specified time.Usually a composite of sound from many sources from many directions,near and far;no particular sound is dominant. Intrusive The noise that intrudes over and above the existing ambient noise at a given location.The relative intrusiveness of a sound depends upon its amplitude,duration,frequency,time of occurrence,and tonal or informational content,as well as the prevailing ambient noise level. Source:Handbook of Acoustical Measurements and Noise Control(Harris 1991). P:\ESL2201.31\Product\NoiseAndVibrat ion Report_08092022.docx«08/09/22» 9 NOISE AND VIBRATION IMPACT ANALYSIS 17802 IRVINE BOULEVARD,TUSTIN RESIDENTIAL DEVELOPMENT LSA A AUGUST 2022 TUSTIN, CALIFORNIA J``\ Table B: Common Sound Levels and Their Noise Sources A-Weighted Sound Subjective Noise Source Noise Environments Level in Decibels Evaluations Near Jet Engine 140 Deafening 128 times as loud Civil Defense Siren 130 Threshold of Pain 64 times as loud Hard Rock Band 120 Threshold of Feeling 32 times as loud Accelerating Motorcycle at a Few Feet Away 110 Very Loud 16 times as loud Pile Driver; Noisy Urban Street/Heavy City 100 Very Loud 8 times as loud Traffic Ambulance Siren; Food Blender 95 Very Loud — Garbage Disposal 90 Very Loud 4 times as loud Freight Cars; Living Room Music 85 Loud — Pneumatic Drill;Vacuum Cleaner 80 Loud 2 times as loud Busy Restaurant 75 Moderately Loud — Near Freeway Auto Traffic 70 Moderately Loud Reference level Average Office 60 Quiet One-half as loud Suburban Street 55 Quiet — Light Traffic;Soft Radio Music in Apartment 50 Quiet One-quarter as loud Large Transformer 45 Quiet — Average Residence without Stereo Playing 40 Faint One-eighth as loud Soft Whisper 30 Faint — Rustling Leaves 20 Very Faint — Human Breathing 10 Very Faint Threshold of Hearing 0 Very Faint — Source:Compiled by LSA(2022). FUNDAMENTALS OF VIBRATION Vibration refers to ground-borne noise and perceptible motion. Ground-borne vibration is almost exclusively a concern inside buildings and is rarely perceived as a problem outdoors, where the motion may be discernible, but without the effects associated with the shaking of a building there is less adverse reaction. Vibration energy propagates from a source through intervening soil and rock layers to the foundations of nearby buildings. The vibration then propagates from the foundation throughout the remainder of the structure. Building vibration may be perceived by occupants as the motion of building surfaces, the rattling of items sitting on shelves or hanging on walls, or a low- frequency rumbling noise.The rumbling noise is caused by the vibration of walls, floors, and ceilings that radiate sound waves. Annoyance from vibration often occurs when the vibration exceeds the threshold of perception by 10 dB or less.This is an order of magnitude below the damage threshold for normal buildings. Typical sources of ground-borne vibration are construction activities (e.g., blasting, pile-driving, and operating heavy-duty earthmoving equipment), steel-wheeled trains, and occasional traffic on rough roads. Problems with both ground-borne vibration and noise from these sources are usually localized to areas within approximately 100 feet(ft)from the vibration source, although there are examples of ground-borne vibration causing interference out to distances greater than 200 ft . When roadways are smooth, vibration from traffic, even heavy trucks, is rarely perceptible. It is assumed for most projects that the roadway surface will be smooth enough that ground-borne P:\ESL2201.31\Product\No iseAndVibrat ion Report_08092022.docx«08/09/22» 10 NOISE AND VIBRATION IMPACT ANALYSIS 17802 IRVINE BOULEVARD,TUSTIN RESIDENTIAL DEVELOPMENT LSA A AUGUST 2022 TUSTIN, CALIFORNIA J``\ vibration from street traffic will not exceed the impact criteria; however, construction of the project could result in ground-borne vibration that may be perceptible and annoying. Ground-borne noise is not likely to be a problem because noise arriving via the normal airborne path will usually be greater than ground-borne noise. Ground-borne vibration has the potential to disturb people and damage buildings. Although it is very rare for train-induced ground-borne vibration to cause even cosmetic building damage, it is not uncommon for construction processes such as blasting and pile-driving to cause vibration of sufficient amplitudes to damage nearby buildings. Ground-borne vibration is usually measured in terms of vibration velocity, either the root-mean-square (RMS)velocity or peak particle velocity (PPV). The RMS is best for characterizing human response to building vibration, and PPV is used to characterize the potential for damage. Decibel notation acts to compress the range of numbers required to describe vibration. Vibration velocity level in decibels is defined as: Lv= 20 10g10 [V/Vref] where "Lv" is the vibration velocity in decibels (VdB), "V" is the RMS velocity amplitude, and "Vref' is the reference velocity amplitude, or 1 x 10-6 inches/second (in/sec) used in the United States. P:\ESL2201.31\Product\No iseAndVibrat ion Re port_08092022.docx s08/09/22» 1 1 NOISE AND VIBRATION IMPACT ANALYSIS 17802 IRVINE BOULEVARD,TUSTIN RESIDENTIAL DEVELOPMENT LSA C A AUGUST 2022 TUSTIN, CALIFORNIA J``\ REGULATORY SETTING APPLICABLE NOISE STANDARDS The applicable noise standards governing the project site the Noise Element of the City's General Plan (Noise Element) and the City of Tustin Municipal Code. City of Tustin Noise Element of the Generol Plon The City's General Plan Noise Element (City of Tustin 2012) has established exterior and interior noise standards as shown in Table C.These noise standards apply to approved land uses for which mitigation may be required to achieve the City's noise standards. As shown in Table C, the City has a noise standard of 65 dBA CNEL for exterior habitable areas and a 45 dBA CNEL noise standard for interior habitable areas for residential land uses. Table C: City of Tustin Interior and Exterior Noise Standards Land Use Noise Standards' interior 2,1 Exterior Residential:Single-family, multifamily,duplex,mobile home 45 dBA CNEL 65 dBA CNEL4 Residential:Transient lodging,hotels,motels,nursing homes,hospitals 45 dBA CNEL 65 dBA CNEL4 Private offices,church sanctuaries,libraries,board rooms,conference rooms, 45 dBA Leq(12) theaters,auditoriums,concert halls,meeting rooms,etc. Schools 45 dBA Leq(12) 67 dBA Leq(12)5 General offices,reception,clerical,etc. 50 dBA Leq(12) Bank lobby,retail store,restaurant,typing pool,etc. 55 dBA Leq(12) Manufacturing, kitchen,warehousing,etc. 65 dBA Leq(12) Parks,playgrounds 65 dBA CNEL5 Golf courses,outdoor spectator sports,amusement parks 70 dBA CNEL Source:Noise Element,Tustin General Plan(City of Tustin 2012). ' CNEL:Community Noise Equivalent Level.Leq(12):The A-weighted equivalent sound level averaged over a 12-hour period(usually the hours of operation). z Noise standard with windows closed.Mechanical ventilation shall be provided per UBC requirements to provide a habitable environment. 3 Indoor environment excluding bathrooms,toilets,closets,and corridors. 4 Outdoor environment limited to rear yard of single-family homes,multifamily patios,and balconies(with a depth of 6 feet or more) and common recreation areas. 5 Outdoor environment limited to playground areas,picnic areas,and other areas of frequent human use. dBA=A-weighted decibels UBC=Uniform Building Code Municipal Code Article 4, Chapter 6 of the City's Municipal Code (City of Tustin 2022) establishes the maximum permissible noise level that may intrude into a neighbor's property. The Noise Ordinance establishes noise level standards for various land use categories affected by stationary noise sources. Land use categories in the City are defined by five noise zones, as listed below. Table D provides the City's P:\ESL2201.31\Product\No iseAndVibrat ion Re port_08092022.docx«08/09/22» 12 NOISE AND VIBRATION IMPACT ANALYSIS 17802 IRVINE BOULEVARD,TUSTIN RESIDENTIAL DEVELOPMENT LSA A AUGUST 2022 TUSTIN, CALIFORNIA J``\ maximum noise standard based on the noise zone, the location of the noise (exterior/interior), and the time period. Noise Zone 1:All residential properties Noise Zone 2:All commercial properties Noise Zone 3:All industrial properties Noise Zone 4:All special properties such as hospitals, convalescent homes, public and institutional schools, libraries and churches Noise Zone 5:All mixed-use properties. Article 4, Chapter 6 of the City's Municipal Code limits the erection, demolition, alternation, repair, excavation, grading, paving or construction of any building or site to between the hours of 7:00 a.m. and 6:00 p.m. Monday through Friday and 9:00 a.m. and 5:00 p.m. on Saturdays. Construction is prohibited on Sundays and City-observed federal holidays. Trucks,vehicles and equipment that are making or are involved with material deliveries, loading or transfer of materials, equipment service, maintenance of any devices or appurtenances to any construction project in Tustin shall not be operated on or adjacent to said sites outside of the approved hours for construction activity. Table D: City of Tustin Maximum Noise Level Standards Noise Exterior/ Lso L25 L8 L2 Lmax Time Period � � � ) Y ) Zone Interior 30 mins 15 mins 5 mins 1 min An time 7:00 AM to 10:00 PM 55 60 65 70 75 Exterior 10:00 PM to 7:00 AM 50 55 60 65 70 1 7:00 AM to 10:00 PM — — 55 60 65 Interior 10:00 PM to 7:00 AM — — 45 50 55 2 1 Exterior Anytime 60 65 70 75 80 3 Exterior Anytime 70 75 80 85 90 4 Exterior Anytime 55 60 65 70 75 5 Exterior Anytime 60 65 70 75 80 Source:Municipal Code(City of Tustin 2018). Note:It shall be unlawful for any person at any location within the incorporated area of the City of Tustin to create any noise or to allow the creation of any noise on property owned,leased,occupied or otherwise controlled by such person,when the foregoing causes the noise level,when measured on any other property to exceed.In the event the alleged offensive noise consists of impact noise,simple tone,speech,music,or any combination thereof,each of the above noise levels shall be reduced by 5 dBA.In the event the ambient noise level exceeds any of the first four noise limit categories,the cumulate period applicable to said category shall be increased to reflect said ambient noise level.In the event the ambient noise level exceeds the fifth noise limit category,the maximum allowable noise level under said category shall be increased to reflect the maximum ambient noise level. dBA=A-weighted decibels I- =maximum instantaneous noise level min/mins=minute/minutes In addition, construction activities may be permitted outside of those limitations in the case of urgent necessity or upon a finding that such approval will not adversely impact adjacent properties and the health, safety and welfare of the community if a temporary exception is granted in writing by the Building Official for private property or by the Director of Public Works for public properties or their authorized representatives. All temporary waiver requests shall be made in writing and shall include the specific times, dates, and locations requested and a description of the type of activity that is proposed. In granting a temporary exception, conditions may be imposed on construction P:\E5L2201.31\Product\No iseAndVibrat ion Re port_08092022.docx«08/09/22» 13 NOISE AND VIBRATION IMPACT ANALYSIS 17802 IRVINE BOULEVARD,TUSTIN RESIDENTIAL DEVELOPMENT LSA A AUGUST 2022 TUSTIN, CALIFORNIA J``\ activities to protect the health, safety and welfare of the community. Any approval granted may be summarily revoked by the Building Official or Director of Public Works at the sole discretion of each official. Federal Transit Administration Although the City does not have daytime construction noise level limits for activities that occur within the specified hours in Section 11.80.030(D)(7)to determine potential California Environmental Quality Act(CEQA) noise impacts, construction noise was assessed using criteria from the Transit Noise and Vibration Impact Assessment Manual(FTA 2018) (FTA Manual). Table E shows the FTA's General Assessment Construction Noise Criteria based on the composite noise levels per construction phase. Table E: General Assessment Construction Noise Criteria Land Use Daytime 1-hour Leq(dBA) Nighttime 1-hour LeQ(dBA) Residential 90 80 Commercial 100 100 Industrial 100 100 Source:Transit Noise and Vibration Impact Assessment Manual(FTA 2018). dBA=A-weighted decibels Leq=equivalent continuous sound level APPLICABLE VIBRATION STANDARDS Given the City of Tustin has not established its own vibration impact criteria, the following information provides standards to which potential vibration impacts will be compared. Vibration standards included in the FTA Manual are used in this analysis for ground-borne vibration impacts on human annoyance and potential damage. Federal Transit Administration Vibration standards included in the FTA Manual are used in this analysis for ground-borne vibration impacts on human annoyance. The criteria for environmental impact from ground-borne vibration and noise are based on the maximum levels for a single event.Table F provides the criteria for assessing the potential for interference or annoyance from vibration levels in a building. Table G lists the potential vibration building damage criteria associated with construction activities, as suggested in the FTA Manual. FTA guidelines show that a vibration level of up to 0.5 in/sec in PPV is considered safe for buildings consisting of reinforced concrete, steel, or timber(no plaster), and would not result in any construction vibration damage. For non-engineered timber and masonry buildings, the construction building vibration damage criterion is 0.2 in/sec in PPV. P:\ESL2201.31\Product\No iseAndVibrat ion Re port_08092022.docx s08/09/22» 14 NOISE AND VIBRATION IMPACT ANALYSIS 17802 IRVINE BOULEVARD,TUSTIN RESIDENTIAL DEVELOPMENT LSA A AUGUST 2022 TUSTIN, CALIFORNIA J``\ Table F: Interpretation of Vibration Criteria for Detailed Analysis Land Use Max L.(VdB)1 Description of Use Workshop 90 Vibration that is distinctly felt.Appropriate for workshops and similar areas not as sensitive to vibration. Office 84 Vibration that can be felt.Appropriate for offices and similar areas not as sensitive to vibration. Residential Day 78 Vibration that is barely felt.Adequate for computer equipment and low- power optical microscopes(up to 20x). Residential Night and Vibration is not felt,but ground-borne noise may be audible inside quiet Operating Rooms 72 rooms.Suitable for medium-power microscopes(100x)and other equipment of low sensitivity. Source:Transit Noise and Vibration Impact Assessment Manual(FTA 2018). 1 As measured in 1/3-octave bands of frequency over a frequency range of 8 to 80 Hertz. FTA=Federal Transit Administration Max=maximum Lv=velocity in decibels VdB=vibration velocity decibels Table G: Construction Vibration Damage Criteria Building Category PPV(in/sec) Reinforced concrete,steel,or timber(no plaster) O.SO Engineered concrete and masonry(no plaster) 0.30 Non-engineered timber and masonry buildings 0.20 Buildings extremely susceptible to vibration damage 0.12 Source:Transit Noise and Vibration Impact Assessment Manual(FTA 2018). FTA=Federal Transit Administration PPV=peak particle velocity in/sec=inch/inches per second P:\ESL2201.31\Product\NoiseAndVibrat ion Report_08092022.docx«08/09/22» 15 NOISE AND VIBRATION IMPACT ANALYSIS 17802 IRVINE BOULEVARD,TUSTIN RESIDENTIAL DEVELOPMENT LSA C A AUGUST 2022 TUSTIN, CALIFORNIA J``\ OVERVIEW OF THE EXISTING NOISE ENVIRONMENT The primary existing noise sources in the project area are transportation facilities. Traffic on Irvine Boulevard and Prospect Avenue are a steady source of ambient noise. AMBIENT NOISE MEASUREMENTS Long-Term Noise Measurements Two long-term (24-hour) noise level measurements were conducted on July 25 through July 26, 2022, using two Larson Davis Spark 706RC Dosimeters.Table H provides a summary of the measured hourly noise levels from the noise level measurements. Hourly noise levels at surrounding sensitive uses are as low as 43.6 dBA Leq during nighttime hours and 50.6 dBA Leq during daytime hours. Noise monitoring data results are provided in Appendix A. Figure 3 shows the noise monitoring locations. Table H: Existing Noise Level Measurements Daytime Evening Nighttime Average Location Location Description Noise Levels' Noise Levelsz Noise Levels3 Daily NoiseLevels (dBA Leq) (dBA Leq) (dBA Leq) (dBA CNEL) Northeast corner of project site, LT-1 near the proposed northern facades 67.6-69.5 65.1-67.4 53.6-66.4 70.0 of the residential units. LT-2 Southern corner of project site near 50.6-63.1 60.2-61.1 43.6-58.5 62.0 Prospect Park. Source:Compiled by LSA(August 2022). 1 Daytime Noise Levels=noise levels during the hours of 7:00 a.m.to 7:00 p.m. z Evening Noise Levels=noise levels during the hours of 7:00 p.m.to 10:00 p.m. 3 Nighttime Noise Levels=noise levels during the hours of 10:00 p.m.to 7:00 a.m. dBA=A-weighted decibels ft=foot/feet CNEL=Day-night Level Leq=equivalent continuous sound level EXISTING AIRCRAFT NOISE Airport-related noise levels are primarily associated with aircraft engine noise made while aircraft are taking off, landing, or running their engines while still on the ground. The closest airport to the proposed project site is John Wayne Airport(JWA), located approximately 5.15 miles (mi) south of the project site. The project site is outside the 65 dBA CNEL noise contour, or Noise Impact Zone "1", and the 60 dBA CNEL noise contour, or Noise Impact Zone "2", of John Wayne Airport (JWA) based on the JWA Airport Impact Zones map in the Airport Environs Land Use Plan (Orange County Airport Land Use Commission 2008). Therefore, the project site is not expected to experience airport- related noise levels in excess of the City of Tustin exterior standards. No further analysis is necessary. P:\ESL2201.31\Product\No iseAndVibrat ion Re port_08092022.docx«08/09/22» 16 r W Q. .._ Irvine64vd. VIM Rip �wk om I } 7 ,,. ® ! LT-,2 R 1 r " E..1st St M,._ - s- NOISE AND VIBRATION IMPACT ANALYSIS 17802 IRVINE BOULEVARD,TUSTIN RESIDENTIAL DEVELOPMENT LSA C A AUGUST 2022 TUSTIN, CALIFORNIA J``\ PROJECT IMPACT ANALYSIS SHORT-TERM CONSTRUCTION NOISE IMPACTS Two types of short-term noise impacts could occur during the construction of the proposed project. First, construction crew commutes and the transport of construction equipment and materials to the site for the proposed project would incrementally increase noise levels on access roads leading to the site. Although there would be a relatively high single-event noise-exposure potential causing intermittent noise nuisance (passing trucks at 50 ft would generate up to 84 dBA Lmax), the effect on longer-term ambient noise levels would be small when compared to existing daily traffic volumes on Irvine Boulevard. Because construction-related vehicle trips would not approach existing daily traffic volumes, traffic noise would not increase by 3 dBA CNEL. A noise level increase of less than 3 dBA would not be perceptible to the human ear in an outdoor environment. Therefore, short-term, construction-related impacts associated with worker commute and equipment transport to the project site would be less than significant. The second type of short-term noise impact is related to noise generated during construction, which includes demolition, site preparation,grading, building construction, paving, and architectural coating on the project site. Construction is completed in discrete steps, each of which has its own mix of equipment and, consequently, its own noise characteristics. These various sequential phases would change the character of the noise generated on the site and, therefore, the noise levels surrounding the site as construction progresses. Despite the variety in the type and size of construction equipment, similarities in the dominant noise sources and patterns of operation allow construction-related noise ranges to be categorized by work phase. Table I lists typical construction equipment noise levels recommended for noise impact assessments, based on a distance of 50 ft between the equipment and a noise receptor, taken from the Federal Highway Administration (FHWA) Roadway Construction Noise Model(FHWA 2006). In addition to the reference maximum noise level,the usage factor provided in Table I is used to calculate the hourly noise level impact for each piece of equipment based on the following equation: L eg(e(equip)=E.L.+10 tog(U.F.)—20log D 50 where: Leq(equip) = Leq at a receiver resulting from the operation of a single piece of equipment over a specified time period. E.L. = noise emission level of the particular piece of equipment at a reference distance of 50 ft. U.F. = usage factor that accounts for the fraction of time that the equipment is in use over the specified period of time. D = distance from the receiver to the piece of equipment. P:\ESL2201.31\Product\No iseAndVibrat ion Re port_08092022.docx«08/09/22» 18 NOISE AND VIBRATION IMPACT ANALYSIS 17802 IRVINE BOULEVARD,TUSTIN RESIDENTIAL DEVELOPMENT LSA A AUGUST 2022 TUSTIN, CALIFORNIA J``\ Table I: Typical Construction Equipment Noise Levels Equipment Description Acoustical Usage Factor(%)1 Maximum Noise Level (Lmax)at 50 Feetz Auger Drill Rig 20 84 Backhoes 40 80 Compactor(ground) 20 80 Compressor 40 80 Cranes 16 85 Dozers 40 85 Dump Trucks 40 84 Excavators 40 85 Flat Bed Trucks 40 84 Forklift 20 85 Front-end Loaders 40 80 Graders 40 85 Impact Pile Drivers 20 95 Jackhammers 20 85 Paver 50 77 Pickup Truck 40 55 Pneumatic Tools 50 85 Pumps 50 77 Rock Drills 20 85 Rollers 20 85 Scrapers 40 85 Tractors 40 84 Trencher 50 80 Welder 40 73 Source:FHWA Roadway Construction Noise Model User's Guide,Table 1(FHWA 2006). Note:Noise levels reported in this table are rounded to the nearest whole number. Usage factor is the percentage of time during a construction noise operation that a piece of construction equipment is operating at full power. z Maximum noise levels were developed based on Specification 721.560 from the Central Artery/ Tunnel program to be consistent with the City of Boston's Noise Code for the"Big Dig"project. FHWA=Federal Highway Administration Lmax=maximum instantaneous sound level Each piece of construction equipment operates as an individual point source. Using the following equation, a composite noise level can be calculated when multiple sources of noise operate simultaneously: n Ln Leq (composite) = 10 * 1og10 1010 1 Using the equations from the methodology above, the reference information in Table I, and the construction equipment list provided, the composite noise level of each construction phase was calculated. The project construction composite noise levels at a distance of 50 feet would range from 74 dBA Leq to 89 dBA Leq, with the highest noise levels occurring during the demolition phase. P:\E5L2201.31\Product\No iseAndVibrat ion Re port_08092022.docx«08/09/22» 19 NOISE AND VIBRATION IMPACT ANALYSIS 17802 IRVINE BOULEVARD,TUSTIN RESIDENTIAL DEVELOPMENT LSA A AUGUST 2022 TUSTIN, CALIFORNIA J``\ Once composite noise levels are calculated, reference noise levels can then be adjusted for distance using the following equation: X Leq (at distance X) = Leq (at 50 feet) — 20 * to g10 (50) In general, this equation shows that doubling the distance would decrease noise levels by 6 dBA, while halving the distance would increase noise levels by 6 dBA. Table J shows the nearest sensitive uses to the project site, their distance from the center of construction activities, and composite noise levels expected during construction. These noise level projections do not consider intervening topography or barriers. Construction equipment calculations are provided in Appendix B. Table J: Potential Construction Noise Impacts at Nearest Receptor Receptor Composite Noise Level Composite Noise Distance(feet) (Location) (dBA Leq)at 50 feet' Level(dBA Leq) Residences(South) 135 80 Residences(East) 89 285 73 Commercial(West) 285 73 School (North) 670 66 Source:Compiled by LSA(2022). The composite construction noise level represents the demolition phase,which is expected to result in the greatest noise level as compared to other phases. dBA=A-weighted decibels Leq=equivalent continuous sound level While construction noise will vary, it is expected that composite noise levels during construction at the nearest off-site sensitive residential use to the south would reach an average noise level of 80 dBA Leq during daytime hours. These predicted noise levels would only occur when all construction equipment is operating simultaneously and, therefore, are assumed to be rather conservative in nature. While construction-related short-term noise levels have the potential to be higher than existing ambient noise levels in the project area under existing conditions, the noise impacts would no longer occur once project construction is completed. As stated above, construction activities are regulated by the City's Noise Ordinance. The proposed project would comply with the construction hours specified in the City's Noise Ordinance, which states that construction activities are allowed between the hours of 7:00 a.m. and 6:00 p.m. Monday through Friday and 9:00 a.m. and 5:00 p.m. on Saturdays. Construction is prohibited on Sundays and City-observed federal holidays. As it relates to off-site uses, construction-related noise levels would remain below the daytime 90 dBA Leq 1-hour construction noise level criteria established by the FTA for residential and similar sensitive uses and, therefore, would be considered less than significant. Best construction practices presented at the end of this analysis shall be implemented to minimize noise impacts to surrounding receptors. P:\E5L2201.31\Product\No iseAndVibrat ion Re port_08092022.docx«08/09/22» 20 NOISE AND VIBRATION IMPACT ANALYSIS 17802 IRVINE BOULEVARD,TUSTIN RESIDENTIAL DEVELOPMENT LSA C A AUGUST 2022 TUSTIN, CALIFORNIA J``\ SHORT-TERM CONSTRUCTION VIBRATION IMPACTS This construction vibration impact analysis discusses the level of human annoyance using vibration levels in VdB and assesses the potential for building damages using vibration levels in PPV(in/sec). This is because vibration levels calculated in RMS are best for characterizing human response to building vibration, while calculating vibration levels in PPV is best for characterizing the potential for damage. Table K shows the PPV and VdB values at 25 ft from the construction vibration source. As shown in Table K, bulldozers and other heavy-tracked construction equipment (expected to be used for this project)generate approximately 0.089 PPV in/sec or 87 VdB of ground-borne vibration when measured at 25 ft, based on the FTA Manual. The distance to the nearest buildings for vibration impact analysis is measured between the nearest off-site buildings and the project construction boundary (assuming the construction equipment would be used at or near the project setback line). Table K: Vibration Source Amplitudes for Construction Equipment Equipment Reference PPV/Lv at 25 ft PPV(in/sec) Lv(VdB)1 Pile Driver(Impact),Typical 0.644 104 Pile Driver(Sonic),Typical 0.170 93 Vibratory Roller 0.210 94 Hoe Ram 0.089 87 Large Bulldozer 0.089 87 Caisson Drilling 0.089 87 Loaded Trucksz 0.076 86 Jackhammer 0.035 79 Small Bulldozer 0.003 58 Source:Transit Noise and Vibration Impact Assessment Manual(FTA 2018). 1 RMS vibration velocity in decibels(VdB)is 1µin/sec. z Equipment shown in bold is expected to be used on site. µin/sec=microinches per second Lv=velocity in decibels ft=foot/feet PPV=peak particle velocity FTA=Federal Transit Administration RMS=root-mean-square in/sec=inch/inches per second VdB=vibration velocity decibels The formulae for vibration transmission are provided below, and Tables L and M provide a summary of off-site construction vibration levels. LAB (D) = LAB (25 ft)—30 Log (D/25) PPVequip= PPVref x(25/D)'-' As shown in Table F, above, the threshold at which vibration levels would result in annoyance would be 78 VdB for daytime residential uses. As shown in Table G, the FTA guidelines indicate that for a non-engineered timber and masonry building, the construction vibration damage criterion is 0.2 i n/sec in PPV. P:\ESL2201.31\Product\No iseAndVibrat ion Re port_08092022.docx s08/09/22» 21 NOISE AND VIBRATION IMPACT ANALYSIS 17802 IRVINE BOULEVARD,TUSTIN RESIDENTIAL DEVELOPMENT LSA A AUGUST 2022 TUSTIN, CALIFORNIA J``\ Table L: Potential Construction Vibration Annoyance Impacts at Nearest Receptor Reference Vibration Vibration Level Receptor(Location) Level(VdB)at 25 ft' Distance(ft)z (VdB) Residences(South) 135 65 Residences(East) 87 285 55 Commercial(West) 285 55 School(North) 670 44 Source:Compiled by LSA(2022). The reference vibration level is associated with a large bulldozer,which is expected to be representative of the heavy equipment used during construction. z The reference distance is associated with the average condition,identified by the distance from the center of construction activities to surrounding uses. ft=foot/feet VdB=vibration velocity decibels Table M: Potential Construction Vibration Damage Impacts at Nearest Receptor Reference Vibration Receptor Z Vibration Level Distance(ft) Level (Location) (PPV)at 25 ft' (PPV) Residences(South) 35 0.054 Residences(East) 0.089 50 0.031 Commercial(West) 50 0.031 School(North) 520 0.001 Source:Compiled by LSA(2022). The reference vibration level is associated with a large bulldozer,which is expected to be representative of the heavy equipment used during construction. z The reference distance is associated with the peak condition,identified by the distance from the perimeter of construction activities to surrounding structures. ft=foot/feet PPV=peak particle velocity Based on the information provided in Table L, vibration levels are expected to approach 65 VdB at the closest residential uses located immediately south of the project site,which is below the 78 VdB threshold for annoyance. The closest structure to the project site is the residential uses to the south of site, approximately 35 ft from the limits of construction activity. It is expected that vibration levels generated by dump trucks and other large equipment that would operate near the property line would generate ground-borne vibration levels of up to 0.054 PPV(in/sec) at the closest structure to the project site. This vibration level would not exceed the 0.2 PPV(in/sec) threshold considered safe for non- engineered timber and masonry buildings. All other structures are further away and would experience lower vibration levels.Therefore,vibration impacts would be less than significant. Because construction activities are regulated by the City's Municipal Code, which states that construction, maintenance, or demolition activities are allowed between the hours of 7:00 a.m. and P:\E5L2201.31\Product\No iseAndVibrat ion Re port_08092022.docx«08/09/22» 22 NOISE AND VIBRATION IMPACT ANALYSIS 17802 IRVINE BOULEVARD,TUSTIN RESIDENTIAL DEVELOPMENT LSA A AUGUST 2022 TUSTIN, CALIFORNIA J``\ 6:00 p.m. Monday through Friday and 9:00 a.m. and 5:00 p.m. on Saturdays, vibration impacts would not occur during the more sensitive nighttime hours. LONG-TERM OFF-SITE TRAFFIC NOISE IMPACTS In order to assess the potential traffic impacts related to the proposed project, a Focused Traffic Study Analysis for the 17802 Irvine Boulevard, Tustin Residential Development(EPD Solutions, Inc. 2022) has been prepared. Based on the analysis results, it was determined that a net additional 297 average daily trips (ADT)would be generated by the proposed project and a total existing PM volume of 2,260 at the intersection of Project Driveway and Irvine Boulevard. Assuming the ADT is 10 times the PM volume, the expected traffic volume on the adjacent segment of Irvine Boulevard is 22,600. The following equation was used to determine the potential impacts of the project: Change in CNEL= 10 logloK+pIVexisting] where: Vexistin9=existing daily volumes V,p=existing daily volumes plus project Change in CNEL= increase in noise level due to the project The results of the calculations show that an increase of approximately 0.06 dBA CNEL is expected along the streets adjacent to the project site. A noise level increase of less than 1 dBA would not be perceptible to the human ear; therefore, the traffic noise increase in the vicinity of the project site resulting from the proposed project would be less than significant. No mitigation is required. LONG-TERM TRAFFIC-RELATED VIBRATION IMPACTS The proposed project would not generate vibration levels related to on-site operations. In addition, vibration levels generated from project-related traffic on the adjacent roadways are unusual for on-road vehicles because the rubber tires and suspension systems of on-road vehicles provide vibration isolation. Vibration levels generated from project-related traffic on the adjacent roadways would be less than significant, and no mitigation measures are required. BEST CONSTRUCTION PRACTICES In addition to compliance with the City's Municipal Code allowed hours of construction of 7:00 a.m. and 6:00 p.m. Monday through Friday and 9:00 a.m. and 5:00 p.m. on Saturdays, excluding Sundays and holidays, the following recommendations would reduce construction noise to the extent feasible: • The project construction contractor should equip all construction equipment, fixed or mobile, with properly operating and maintained noise mufflers, consistent with manufacturer's standards. • The project construction contractor should locate staging areas away from off-site sensitive uses during the later phases of project development. P:\ESL2201.31\Product\No iseAndVibrat ion Re port_08092022.docx s08/09/22» 23 NOISE AND VIBRATION IMPACT ANALYSIS 17802 IRVINE BOULEVARD,TUSTIN RESIDENTIAL DEVELOPMENT LSA A AUGUST 2022 TUSTIN, CALIFORNIA J``\ • The project construction contractor should place all stationary construction equipment so that emitted noise is directed away from sensitive receptors nearest the project site whenever feasible. P:\ESL2201.31\Product\No iseAndVibrat ion Re port_08092022.docx s08/09/22» 24 NOISE AND VIBRATION IMPACT ANALYSIS 17802 IRVINE BOULEVARD,TUSTIN RESIDENTIAL DEVELOPMENT LSA A AUGUST 2022 TUSTIN, CALIFORNIA J``\ LAND USE COMPATIBILITY The dominant source of noise in the project vicinity is traffic noise from roadways in the vicinity of the project. EXTERIOR NOISE ASSESSMENT Based on the monitoring results shown in Table H, the existing measured noise levels at the project site closest to Irvine Boulevard, approximately 50 feet away from Irvine Boulevard centerline, is 70.0 dBA CNEL. Based on the project site plan, the exterior living areas of the proposed residential units are either shared spaces, access points to the units, or balconies that are less than 6 ft deep. Additionally,the outdoor recreation space located near the center of the project site would experience noise levels less than 65 dBA CNEL due to distance attenuation and shielding from the proposed residential uses.Therefore, noise reduction features to the exterior living areas are not necessary. INTERIOR NOISE ASSESSMENT As discussed above, the California Code of Regulations and the City's Noise Element an interior noise level standard of 45 dBA CNEL or less is required for all noise-sensitive rooms. Based on the expected future exterior noise levels at the lots closest to Irvine Boulevard approaching 70 dBA CNEL, a minimum noise reduction of 25 dBA would be required. Based on reference information from transmission loss test reports for various Milgard windows (Milgard 2008), the necessary reduction can be achieved with standard building construction and upgraded windows with Sound Transmission Class (STC) ratings of 30-35, depending on the window- to-glass ratio, at the lots closest to Irvine Boulevard. For all other lots, standard building construction along with standard windows,typically in the STC 25-28 range, interior noise levels of 45 dBA CNEL or less would be achieved. Once final plans are available to detail the exterior wall construction and a window manufacturer has been chosen, a Final Acoustical Report (FAR) would be required to confirm the reduction capability of the exterior fagades and to identify any specific upgrades necessary to achieve an interior noise level of 45 dBA CNEL or below. P:\ESL2201.31\Product\No iseAndVibrat ion Re port_08092022.docx«08/09/22» 25 NOISE AND VIBRATION IMPACT ANALYSIS 17802 IRVINE BOULEVARD,TUSTIN RESIDENTIAL DEVELOPMENT LSA A AUGUST 2022 TUSTIN, CALIFORNIA J``\ REFERENCES Airport Land Use Commission. 2008.Airport Environs Land Use Plan for John Wayne Airport. April 17. City of Tustin. 2012. General Plan Noise Element. . 2022. Municipal Code. Website: https://Iibrary.municode.com/ca/tustin/codes/code_of_ordinances (accessed August 2022). July 8. EPD Solutions, Inc. 2022. Focused Traffic Study Analysis for the 17802 Irvine Boulevard, Tustin Residential Development.January 21. Federal Highway Administration (FHWA). 2006. Roadway Construction Noise Model User's Guide. January. Washington, D.C. Website: www.fhwa.dot.gov/environment/noise/construction_ noise/rcnm/rcnm.pdf(accessed March 2022). Federal Transit Administration (FTA). 2018. Transit Noise and Vibration Impact Assessment Manual. Office of Planning and Environment. Report No. 0123. September. Harris, Cyril M., editor. 1991. Handbook of Acoustical Measurements and Noise Control. Third Edition. Milgard. 2008. Various Transmission Loss Reports. State of California. 2020.2019 California Green Building Standards Code. United States Environmental Protection Agency. 1978. Protective Noise Levels, Condensed Version of EPA Levels Document, EPA 550/9-79-100. November. P:\ESL2201.31\Product\No iseAndVibrat ion Re port_08092022.docx«08/09/22» 26 NOISE AND VIBRATION IMPACT ANALYSIS 17802 IRVINE BOULEVARD,TUSTIN RESIDENTIAL DEVELOPMENT LSA A AUGUST 2022 TUSTIN, CALIFORNIA J``\ APPENDIX A NOISE MONITORING DATA P:\ESL2201.31\Product\NoiseAndVibrat ion Report_08092022.docx«08/09/22» Noise Measurement Survey — 24 HR Project Number: ESL2201.31 Test Personnel: Kevin Nguyendo Project Name: 17802 Irvine Blvd Equipment: Spark 706RC (SN:18905) Site Number: LT-1 Date: 7/27/2022 Time: From 1:00 p.m. To 1:00 p.m. Site Location: Located on the northeast corner of the project site on a tree. Primary Noise Sources: Regular traffic noise on Irvine Boulevard. Comments: Plaza is not operational Photo: r. ,y r° r , + c 1 mayyy.� M'i Long-Term (24-Hour)Noise Level Measurement Results at LT-1 Start Time Date Noise Level dBA Leg Lmax Lmin 1:00 PM 7/25/22 68.6 77.2 48.4 2:00 PM 7/25/22 68.3 81.0 47.7 3:00 PM 7/25/22 68.5 78.9 46.6 4:00 PM 7/25/22 69.2 83.9 47.2 5:00 PM 7/25/22 69.5 81.6 47.5 6:00 PM 7/25/22 68.5 84.4 46.7 7:00 PM 7/25/22 67.4 87.3 47.3 8:00 PM 7/25/22 66.4 81.6 46.0 9:00 PM 7/25/22 65.1 82.9 41.9 10:00 PM 7/25/22 62.7 83.0 41.1 11:00 PM 7/25/22 59.1 79.8 38.6 12:00 AM 7/26/22 56.7 75.3 37.3 1:00 AM 7/26/22 55.2 74.1 37.0 2:00 AM 7/26/22 53.6 74.2 37.4 3:00 AM 7/26/22 55.4 72.8 38.2 4:00 AM 7/26/22 58.8 76.6 36.5 5:00 AM 7/26/22 62.5 79.6 37.7 6:00 AM 7/26/22 66.4 81.4 42.3 7:00 AM 7/26/22 68.1 87.0 42.2 8:00 AM 7/26/22 69.3 80.2 46.2 9:00 AM 7/26/22 68.8 80.4 47.2 10:00 AM 7/26/22 68.1 83.5 44.9 11:00 AM 7/26/22 67.6 80.5 47.7 12:00 PM 7/26/22 69.1 82.6 48.4 Source:Compiled by LSA Associates,Inc.(2022). dBA=A-weighted decibel Lmax=maximum instantaneous noise level Len=equivalent continuous sound level Lmin=minimum measured sound level Long-Term (24-Hour) Noise Level Measurement LT-1 93.6 90.0 87.6 84.0 81.6 v J 78.0 75.0 Q 72.0 cc 69.0 66.0 a� S3.0 cu a 60.0 1 1 1 1 1 54.0 Leq � w 51.0 1 1 1 1 1 1 1 1 1 1 1 Lmax 0 48.0 z 45.0 L 42.0 min 39.0 36.0 33.0 30.0 a a a a a a a a a a a ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ a 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 O O O O O O O O O O O o 0 0 0 o O O O O r-I N M IT vi ID r W 61 O r-I N ry N M 7 Ui ID r co 61 O r-I N r-I r-I r-I r-I r-I r-I Time of Day Noise Measurement Survey — 24 HR Project Number: ESL2201.31 Test Personnel: Kevin NgLjvendo Project Name: 17802 Irvine Blvd Equipment: Spark 706RC (SN:18906) Site Number: LT-2 Date: 7/27/2022 Time: From 1:00 p.m. To 1:00 p.m. Site Location: Located along the southern edge of the project site on a powerline near Prospect Park. Primary Noise Sources: Regular traffic noise on Irvine Boulevard. Comments: Plaza is not operational. Some people chatting and parked near monitor When picking up monitor. Photo: 'I 5 4 - rr Long-Term (24-Hour) Noise Level Measurement Results at LT-2 Start Time Date Noise Level dBA Leg Lmax Lmin 1:00 PM 7/25/22 62.0 78.2 47.6 2:00 PM 7/25/22 59.3 77.6 47.0 3:00 PM 7/25/22 60.4 77.3 46.9 4:00 PM 7/25/22 61.8 82.2 46.5 5:00 PM 7/25/22 61.5 77.2 47.7 6:00 PM 7/25/22 60.0 78.8 47.3 7:00 PM 7/25/22 61.1 78.7 47.7 8:00 PM 7/25/22 60.2 76.9 47.3 9:00 PM 7/25/22 60.4 77.5 46.6 10:00 PM 7/25/22 58.5 76.2 43.6 11:00 PM 7/25/22 51.7 76.1 43.3 12:00 AM 7/26/22 49.4 70.0 41.6 1:00 AM 7/26/22 46.7 57.6 44.6 2:00 AM 7/26/22 45.8 63.1 42.0 3:00 AM 7/26/22 43.6 56.6 40.6 4:00 AM 7/26/22 44.8 67.4 39.1 5:00 AM 7/26/22 46.2 64.7 40.2 6:00 AM 7/26/22 49.5 64.1 41.0 7:00 AM 7/26/22 50.6 65.7 40.4 8:00 AM 7/26/22 61.0 79.0 44.3 9:00 AM 7/26/22 62.4 87.4 45.0 10:00 AM 7/26/22 61.0 80.3 43.5 11:00 AM 7/26/22 59.3 77.8 44.7 12:00 PM 7/26/22 63.1 77.8 47.0 Source:Compiled by LSA Associates,Inc.(2022). dBA=A-weighted decibel Lmax=maximum instantaneous noise level Len=equivalent continuous sound level Lmin=minimum measured sound level Long-Term (24-Hour) Noise Leel Measurement LT-2 89.0 86.0 83.0 80.0 s 77.0 74.0 C 71.0 58.0 S 5.13 d J2.I0I a) Leq N G?i'I ,. Lmax z 50.0 47, Lmin 44.0 4 1.0 38.0 35.0 a a a a a a a a a a a ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ ¢ a 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 o O O O O O O O 9 0 0 o O O O O O O O O o 9 9 r-I N M 7 Ui ID r W 61 O r-I N r-I N M 7 Ui ID r W 61 O r-I r-I r-I r-I r-I r-I Time of Day NOISE AND VIBRATION IMPACT ANALYSIS 17802 IRVINE BOULEVARD,TUSTIN RESIDENTIAL DEVELOPMENT LSA A AUGUST 2022 TUSTIN, CALIFORNIA J``\ APPENDIX B CONSTRUCTION NOISE CALCULATIONS P:\ESL2201.31\Product\No iseAndVibrat ion Report_08092022.docxa08/09/22» Construction Calculations Phase:Demolition Equipment Quantity Reference(dBA) sageDistance to Ground Noise Level dBA 50 ft Lmax Factor' Receptor ft Effects Lmax Le Concrete Saw 1 90 20 50 1 0.5 90 83 Excavator 3 81 40 50 0.5 81 82 Tractor 3 84 40 50 0.5 84 85 Dozer 1 82 40 50 0.5 82 78 Combined at 50 feet 92 89 Combined at Receptor 135 feet 83 80 Combined at Receptor 285 feet 77 73 Combined at Receptor 670 feet 69 66 Phase:Site Preparation Equipment Quantity Reference(dBA) sage 1 Distance to Ground Noise Level dBA 50 ft Lmax Factor Receptor ft Effects Lmax Le Tractor 1 84 40 50 0.5 84 80 Grader 1 85 40 50 0.5 85 81 Scraper 1 84 40 50 0.5 84 80 Dozer 3 82 40 50 0.5 82 83 Combined at 50 feet 90 87 Combined at Receptor 135 feet 81 79 Combined at Receptor 285 feet 75 72 Combined at Receptor 670 feet 67 65 Phase:Gradin Equipment Quantity Reference(dBA) Usage Distance to Ground Noise Level dBA 50 ft Lmax Factor Receptor ft Effects Lmax Le Excavator 2 81 40 50 0.5 81 80 Grader 1 85 40 50 0.5 85 81 Scraper 2 84 40 50 0.5 84 83 Dozer 1 82 40 50 0.5 82 78 Tractor 2 84 40 50 0.5 84 83 Combined at 50 feet 90 88 Combined at Receptor 135 feet 82 80 Combined at Receptor 285 feet 75 73 Combined at Receptor 670 feet 68 66 Phase:Building Construstion Equipment Quantity Reference(dBA) Usage Distance to Ground Noise Level dBA 50 ft Lmax Factor' Receptor ft Effects Lmax Leq Crane 1 81 16 50 0.5 81 73 Man Lift 2 75 20 50 0.5 75 71 Tractor 1 84 40 50 0.5 84 80 Welder/Torch 3 74 40 50 0.5 74 75 Generator 1 81 50 50 0.5 81 78 Combined at 50 feet 87 84 Combined at Receptor 135 feet 79 75 Combined at Receptor 285 feet 72 68 Combined at Receptor 670 feet 65 61 Phase:Pavin Equipment Quantity Reference(dBA) UsageDistance to Ground Noise Level(dBA) 50 ft Lmax Factor1 Receptor(ft) Effects Lmax Le Paver 1 77 50 50 0.5 77 74 All Other Equipment 5 HP 1 85 50 50 0.5 85 82 Tractor 1 84 40 50 0.5 84 80 Drum Mixer 1 80 50 50 0.5 80 77 Roller 2 80 20 50 0.5 80 76 Combined at 50 feet 89 86 Combined at Receptor 135 feet 80 77 Combined at Receptor 285 feet 74 71 Combined at Receptor 670 feet 67 63 Phase:Architectural Coating Reference(dBA) Usage Distance to Ground Noise Level(dBA) Equipment Quantity 50 ft Lmax Factor' Receptor(ft) Effects Lmax Le 9 Compressor(air) 1 78 40 50 0.5 78 74 Combined at 50 feet 78 74 Combined at Receptor 135 feet 69 65 Combined at Receptor 285 feet 63 59 Combined at Receptor 670 feet 55 51 Sources:RCAM '-Percentage of time that apiece of equipment is operating at full power. dBA—A-weighted Decibels Lmax-Maximum Level Leq-Equivalent Level ENVIRONMENT I PLANNING I DEVELOPMENT SOLUTIONS , INC . To: Danielle Thayer From: Alex J Garber,Associate Transportation Planner Date: 7/21/2022 Site: 17802 Irvine Boulevard, Tustin Residential Development Subject: Vehicle Miles Traveled (VMT) Screening Analysis This technical memorandum provides an evaluation of the proposed industrial project located at 17802 Irvine Boulevard in the City of Tustin. The purpose of this analysis is to determine whether a Vehicle Miles Traveled (VMT) Analysis would be required for the project. The existing 2.071-acre site is currently developed with a 47,583 square foot business park.The project proposes to demolish the existing buildings and to construct 40 residences that would include eighteen (1 8) duplexes (36 units total) and four (4) single- family residences. The project site plan is shown in Figure 1. Project Trip Generation The project trip generation was prepared using trip rates from the Institute of Transportation Engineers (ITE) Trip Generation, 1 1 th Edition (2021). The existing land use was analyzed using Business Park (ITE Land Use Code 770) and the proposed use was analyzed using Single-Family Detached Housing (ITE Land Use Code 210) and Single-Family Attached Housing (ITE Land Use Code 215). Table 1 presents the trip generation estimate for the proposed project. As shown in Table 1,the project is forecast to generate 297 daily trips including 20 AM peak hour trips and 24 PM peak hour trips.The existing use is estimated to generate 592 daily trips,including 64 AM peak hour trips and 58 PM peak hour trips. Therefore, the projects would generate 295 fewer daily trips than the existing land use: 44 fewer AM peak hour trips, and 34 fewer PM peak hour trips. Vehicle Miles Traveled Senate Bill (SB)743 was signed by Governor Brown in 2013 and required the Governor's Office of Planning and Research (OPR) to amend the CEQA Guidelines to provide an alternative to LOS for evaluating Transportation impacts, aiming to promote the reduction of greenhouse gas emissions, the development of multimodal transportation networks and a diversity of land uses. In response,Section 15064.3 - Determining the Significance of Transportation Impacts, was added to the CEQA Guidelines which states that VMT is the most appropriate measure of transportation impacts and shall apply statewide beginning on July 1, 2020. The City of Tustin has yet to adopt criteria for evaluating VMT impacts under CEQA, therefore, the Governor's Office of Planning and Research (OPR's)Technical Advisory on Evaluating Transportation Impacts In CEQA, December 2018, which provides guidelines for analysis of transportation impacts under CEQA, was used. The OPR guidelines state that small projects with less than 110 average net daily trips are generally exempt from having to analyze VMT. The project would generate 295 fewer daily trips than the existing land use. For this reason,the project would have a less than significant impact on VMT. If you have any questions about this analysis, please contact me at (717) 756-1997 or alex@epdsolutions.com. Urban Planning ■ Due Diligence ■ Entitlements ■ CEQA/NEPA■ Development Services■Management ■ Pub, 2355 Main Street,Suite 100 ■ Irvine,CA 92614 949.794.1180 ■ info@epdsolutions.com 77802 Irvine Boulevard,Tustin Residential Development E P I D SOLUTIONS, INC. VMT Screening Analysis Figure 1: Project Site Plan �- IrvVne Boulevard ._ •!!Vl�� ', w a _. p - — — ..., ell !� ft t. l pp � r ,Yh OX f f , A, '. ,+ � '�,r��..fir,_"'" ri�°• �� '. � ' .. >e Bassenian Laganil ILLUSTRATIVE SITE PLAN B w 17862 IRVINE BOULEVARD o v ., G;o.;, INTRACORP ]16.31]61 - .;.._... 2 77802 Irvine Boulevard, Tustin Residential Development E I P I D SOLUTIONS, INC. VMT Screening Analysis Table 1: Project Trip Generation AM Peak Hour PM Peak Hour Land Use Units Daily In Out Total In Out Total Trip Rates Business Park' TSF 12.44 1.15 0.20 1.35 0.32 0.90 1.22 Single-Familiy Detached Housing2 DU 9.43 0.18 0.52 0.70 0.59 0.35 0.94 Single-FamiliyAttached Housing3 DU 7.20 0.15 0.33 0.48 0.32 0.25 0.57 Existina Trip Generation Existing Business Park 47.583 TSF 592 55 10 64 15 43 58 Proiect Trip Generation Single Family Detached Units 4 DU 38 1 2 3 2 1 4 Single Family Attached Units 36 DU 259 5 12 17 12 9 21 Total Project Trip Generation 297 6 14 20 14 10 24 Net Trip Generation -295 -49 4 -44 -1 -33 -34 TSF=Thousand Square Feet DU=Dw elling Unit 'Trip rates from the Institute of Transportation Engineers, Trip Generation,11th Edition,2021,Land Use Code 770-Business Park.All Sites. 2 Trip rates from the Institute of Transportation Engineers, Trip Generation,11th Edition,2021,Land Use Code 210-Single-Family Detached Housing.All Sites. 3 Trip rates from the Institute of Transportation Engineers, Trip Generation,11th Edition,2021,Land Use Code 215-Single-Family Attached Housing.All Sites. 3 EXHIBIT B r� i �_ J Mitigation Monitoring and Reporting Program Introduction The California Environmental Quality Act(CEQA) requires a lead or public agency that approves or carries out a project for which an Mitigated Negative Declaration has been certified which identifies one or more significant adverse environmental effects and where findings with respect to changes or alterations in the project have been made, to adopt a "...reporting or monitoring program for the changes to the project which it has adopted or made a condition of project approval in order to mitigate or avoid significant effects on the environment" (CEQA, Public Resources Code Sections 21081, 21081.6). A Mitigation Monitoring and Reporting Program (MMRP) is required to ensure that adopted mitigation measures are successfully implemented for the project.The City of Tustin is the Lead Agency for the project and is responsible for implementation of the MMRP. This report describes the MMRP for the Project and identifies the parties that will be responsible for monitoring implementation of the individual mitigation measures in the MMRP. Mitigation Monitoring and Reporting Program The MMRP for the Project will be active through all phases of the Project,including design,construction, and operation.The attached table identifies the mitigation program required to be implemented by the City for the Project. The table identifies mitigation measures required by the City to mitigate or avoid significant impacts associated with the implementation of the Project,the timing of implementation,and the responsible party or parties for monitoring compliance. The MMRP also includes a column that will be used by the compliance monitor (individual responsible for monitoring compliance) to document when implementation of the measure is completed. As individual Plan, Program, Policies; and mitigation measures are completed, the compliance monitor will sign and date the MMRP, indicating that the required actions have been completed. This page intentionally left blank. K-2 i I TABLE 1:MITIGATION MONITORING AND REPORTING PROGRAM Responsible far Ensuring Compliance/ Date Completed Mitigation Measure Action and Timing Verification and Initials BIOLOGICAL RESOURCES Mitigation Measure 13I0-1:Migratory Bird Treaty Ad.Prior to In the event that City of Tustin Planning commencement of grading activities,the City Bullding Division shall verify vegetation and tree Division that,in the event that vegetation and tree removal activities occur within the removal activities occur active breeding season for birds(February 1—September 15),the Project within the active applicant(ortheir Construction Contractor)shall retain a qualified biologist breeding season for birds (meaning a professional biologist that Is famillar with local birds and their (February 1—September nesting behaviors)to conduct a nesting bird survey no more than 3 days prior 15),the Project applicant to commencement of construction activities. shall retain a qualified The nesting survey shall include the Project site and areas Immediately biologist toconduct a adjacent to the site that could potentially be affected by Project-related nesting bird survey 3- construction activities,such as noise,human activity,and dust,etc.If active days prior to nesting of birds is observed within 100 feet of the designated construction commencement of area prior to construction, the qualified biologist shall establish ar construction activities. approprlate buffer around the active nests (e.g., as much as 500 feet for Prior to grading permit. raptors and 300 feet for non-raptors[suh)ect to the recommendations of the qualified biologist]),and the buffer areas shall be avoided until the nests are no longer occupied and thejuvenile birds can survive independently from the nests. CULTU RAL RESOURCES Mltlgation Measure CUL-1:Inadvertent Discovery.In the event that potential Confirmation of City of Tustin Planning archaeological resources are discovered during excavation, grading, or professional Division construction activities, work shall cease within 50 feet of the find until a archaeologist qualified archaeologist from the City or County List of Qualified Archaeologists retention/ongoing/monit has evaluated the find to determine whether the find constitutes a "ur lque oring/submlttal of Report archaeological resource,"as defined in Section 21083.2(g)of the California of Findings;halt all work Public Resources Code.Any resources identified shall be treated in accordance within a 50400t buffer of with California Public Resources Code Section 21083.2(g). If the discovered an inadvertent discovery; K-3 r Responsible for Ensuring Compliance/ Date Completed Mitigation Measure Action and Timing Verification and Initials resource(s)appears Native American In origin,a NativeAmerican Monitorshall ensure plans state be contacted to evaluate any potential tribal cultural resource(s)and shall have requirements.Prior to the opportunity to consult on appropriate treatment and curation of these demolition and grading resources.The discovery would also be reported to the City and the South permits and during Central Coastal Information Center(SCCIC). subsurface excavation. Priorto the issuance of any permits for ground-disturbing activities that Include the excavation of soils(including as grading,excavation,and trenching),the City of Tustin shall ensure that all Project grading and construction plans and specifications Include requirement to halt construction activity and contact an archaeologist as specified above. GEOLOGY Mitigation Measure PAL-1:Paleontological Resources.Prior to issuance of a Verify th at a I I Project Qualified grading perm it,the City of Tustin Rullding Division shall verify that all Project grad Ing and construction Paleontologist/City of grading and construction plans and speciflcaHons state that in the event that plans and specifications Tustin Punning Division potential paleontological resources are discovered during earth disturbance state that In the event activities,the discovery shall be cordoned off with a 100-foot radius buffer so that potential as to protect the discovery from further potential damage until a qualified paleontological resources paleontologist(i.e.,a practicing paleontologist that is recognized in the are discovered during paleontological community and is proficient in vertebrate paleontology)from earth disturbance the City or County List of Qualified Paleontologists has evaluated the find In activities,the discovery accordance with federal and state regulations.Construction personnel shall shall be cordoned off not collect or move any paleontological materials and associated materials. with a 100-foot radius If the discovery is determined to be significant by the paleontologist,a buffer until a qualified Paleontological Resources Impact Mitigation Plan(PRIMP)shall be paleontologist from the Implemented,which will include notification of appropriate personnel City or County List of Involved and monitoring ofearth disturbance activities: Qualified Paleontologists has evaluated thefind. Prior to grading permit. K-4 J Responsible for Ensuring Compliance/ Date Completed Mitigation Measure Action and Timing Verification and Initials 1. Monitoring of mass grading and excavation activities in areas Identified as likely to contain paleontological resources shall be performed by a qualified paleontologist or paleontological monitor. Monitoring will be conducted full-time In areas of grading or excavation in undisturbed sedimentary deposits. 2. Paleontological monitors will be equipped to salvage fossils as they are unearthed to avoid construction delays.The monitor must be empowered to temporarily halt or divert equipment to allow removal of abundant or large specimens in a timely manner.Monitoring may be reduced if the potentially fossiliferous units are not present In the subsurface, or, if present, are determined on exposure and examination by qualified paleontological personnel to have low potential to contain fossil resources. The monitor shall notify the project paleontologist,who will then notify the concerned parties of the discovery. 3. Paleontological salvage during trenching and boring activities is typically from the generated spoils and does not delay the trenching or drilling activities,Fossils are collected and placed in cardboard fiats or plastic buckets and Identified by field number,collector,and date collected.Notes are taken on the map location and stratigraphy of the site,which Is photographed before it is vacated,and the fossils are removed to a safe place.On mass grading projects,discovered fossil sites are protected by flaggingto prevent them from being overrun by earthmovers(scrapers)before salvage begins.Fossils are collected in a similar manner,with notes and photographs being taken before removing the fossils.Precise locatlon of the site is determined with the use of handheld GPS units.Ifthesite Involves remainsfrom a large terrestrial vertebrate,such as large bone(s)or a mammoth tusk,that Is/are too large to be easily removed by a single monitor, a fossil recovery crew shalt excavate around the find,encase the find within a plaster and burlap jacket,and remove it after the plaster is set.For large fossils,use of the contractors construction equipment may be solicited to help remove thejacket to a safe location. K-5 Responsible for Ensuring Compliance/ Date Completed Mitigation Measure Action and Timing Verification and Initials 4. isolated fossils are collected by hand,wrapped in paper,and placed in temporary collecting flats or five-gallon buckets.Notes are taken on the map location and stratigraphy of the site,which is photographed before it is vacated,and the fossils are removed to a safe place. 5. Particularly small invertebrate fossils typically represent multiple specimens of a limited number of organisms, and a scientifically suitable sample can be obtained from one to several five-gallon buckets of fossiliferous sediment.If it is possible to dry screen the sediment in the field,a concentrated sample may consist of one or two buckets of material,For vertebrate fossils,the test Is usually the observed presence of small pieces of bones within the sediments.If present,as many as 20 to 40 five gallon buckets of sediment can be collected and returned to a separate facility to wet screen the sediment. 6. In accordance with the"Microfossil Salvage"section ofthe Society of Vertebrate Paleontology guidellnes (20ip:7), bulk sampling and screening of fine-grained sedimentary deposits(including carbonate- rich palecsols) must be performed if the deposits are identified to ' possess Indications of producing fossil "microvertebrates" to Paleontological Assessment for the 17802 Irvine Boulevard Project test the feasibility of the deposit to yield fossil bones and teeth. 7. In the laboratory,individual fossils are cleaned of extraneous matrix, any breaks are repaired,and the specimen,if needed,is stabilized by soaking in an archivally approved acrylic hardener(e.g.,a solution of acetone and Paraloid B-72). S. Recovered specimens are prepared to a point of identification and permanent preservation (not display), Including screen-washing sediments to recover small Invertebrates and vertebrates. Preparation of Individual vertebrate fossils is often more time- consuming than for accumulations of Invertebrate fossils. 9. Identification and curation of specimens into a professional, accredited public museum repository with a commitment to archival conservation and permanent retrievable storage (e.g., the former Cooper Center facillty of OC Parks) shall be conducted. The K-6 i Responsible for Ensuring Compliance/ Date Completed Mitigation Measure Action and Timing Verification and Initials paleontological program should include a written repository agreement prior to the Initiation of mitigation activities. Prior to curation,the lead agency(e.g.,the City of Tustin)will be consulted on the reposltory/museum to receive the fossil material. 10. A final report of findings and significance will be prepared,including €Ists of all fossils recovered and necessary maps and graphics to accurately record their original location(s). The report, when submitted to, and accepted by, the appropriate lead agency, will signify satisfactory completion of the project program to mitigate impacts to any potential nonrenewable paleontological resources (i.e.,fossils)that might have been lost or otherwise adversely affected without such a program In place. TRI BAL Mitigation Measure TCR-1 Retain a Native American Monitor Prior to Retain tribal monitor and City of Tustin Planning Commencement of Ground-DlsturbingActivities. execute monitoring Division A. The project applicant/lead agency shall retain a Native American agreement.Prior to Monitor from or approved by the Gabrieleflo Band of Mission Indians--Kizh grading permit. Nation. The monitor shall be retained prior to the commencement of any "ground-disturbing activity"forthe subject project at all project locations(i.e., both on-site and any off-site locations that are Included In the project description/definition and/or required in connection with the project,such as public Improvement work)."Ground-disturbing activity"shall include, but Is not limited to,demolition,pavement removal,potholing,auguring,grubbing, tree removal,boring,grading,excavation,drilling,and trenching. B. A copy of the executed monitoring agreement shall be submitted to the lead agency prior to the earlier of the commencement of any ground- disturbing activity,or the issuance of any permit necessary to commence a ground-disturbing activity. C. The monitor will complete dally monitoring logs that will provide descriptions of the relevant ground-disturbing activities, the type of construction activities performed,locations of ground-disturbing activities,loll types,cultural-related materials,and any other facts,conditions,materials,or discoveries of significance to the Tribe.Monitor logs will identify and describe K-7 Responsible for Ensuring Compliance/ pate Completed Mitigation Measure Action and Timing verification and Initials anydiscevered TCRs,includingbut not limited to,NativeAmerlcan cultural and historical artifacts, remains, places of significance, etc., (collectively, tribal cultural resources, or "TCR"), as well as any discovered Native American (ancestral)human remains and burial goads.Copies of monitor logs will be provided to the project applicant/lead agency upon written request to the Tribe. D. On-site tribal monitoring shall conclude upon the latter of the following(1) written confirmation to the Kizh from a designated paint of contact for the project applicant/lead agency that all ground-disturbing activities and phases that may involve ground-disturbing activities on the project site or In connection with the project are complete, or (2) a determination and written notification by the Kizh to the project applicant/lead agency that no future, planned construction activity and/or development/construction phase at the project site possesses the potential to Impact Kizh TCRs. E. Upon discovery of any TCRs, all construction activities in the immediate vicinity of the discovery shall cease jLe,, not less than the surrounding 50 feet)and shall not resume until the discovered TCR has been fully assessed by the Kizh monitor and/or Kizh archaeologist.The Kizh will recover and retain all discovered TCRs In the form and/or manner the Tribe deems appropriate,in theTribe's sole discretion,and for any purpose the Tribe deems appropriate, including for educational, cultural and/or historic purposes. Mitigation Measure TCR-2 Unanticipated Discovery of Human Remains and In the event Native County Coroner/Tribal Associated Funerary Objects American human remains Monitor/City of Tustin A. Native American human remains are defined In PRC 5097.98(d)(1)as are found,halt all Planning Division an inhumation or cremation,and in any state of decomposition or skeletal construction activity completeness. Funerary objects, called associated grave goods In Public immediately.Contact the Resources Code Section 5097.98, are also to be treated according to this County Coroner,and statute. NAHC within 24 hours if B. If Native American human remains and/or grave goads discovered or remains are recognized recognized or the project site,then all construction activities shall immediately to be Native American. cease.Health and Safety Code Section 7050.5 dictates that any discoveries of human skeletal material shall be Immediately reported to the County Coroner Construction. K-8 k- .J Responsible for Ensuring Compliance/ Date Completed Mitigation Measure Action and Timing Verification and Initials and all ground-disturbing activities shall immediately halt and shall remain halted until the coroner has determined the nature of the remains, If the coroner recognizes the human remains to be those of a Native American or has reason to believe they are Native American, he or she shall contact, by telephone within 24 hours,the Native American Heritage Commission, and Public Resources Code Section 5097.98 shall be followed. C. Human remains and grave/burial goods shall be treated alike per California Public Resources Code section 5097.98(d)(1)and(2), D. Construction activities may resume in other parts of the project site at a minimum of 200 feet away from discovered human remains and/or burial goods,if the Kizh determines in its sole discretion that resuming construction activities at that distance is acceptable and provides the project manager express consent of that determination (along with any other mitigation measures the Kizh monitor and/or archaeologist deems necessary). (CEM Guidelines Section 15064.5(f).) E. Preservation in place (i.e., avoidance) is the preferred manner of treatment for discovered human remains and/or burial goods.Any historic archaeological material that is not Native American In origin(non-TCR)shall be curated at a public, non-profit institution with a research interest in the materials,such as the Natural History Museum of Los Angeles County or the Fowler Museum, If such an Institution agrees to accept the material. If no Institution accepts the archaeological material, it shall be offered to a local school or historical society in the area for educational purposes. F. Any discovery of human remains/burial goods shall be kept confidential to prevent further disturbance. Mitigation Measure TCR-3 Procedures for Burials and Funerary Remains Follow proper protocol City of Tustin Planning A. As the Most Likely Descendant("MLD"),the Koo-nas-gna Burial Policy for preservation or Division shall be implemented.To the Tribe,the term"human remains"encompasses treatment if Native more than human bones.In ancient as well as historic times,Tribal Traditions American human remains included, but were not limited to,the preparation of the soil for burial,the or funerary objects are burial of funerary objects with the deceased,and the ceremonial burning of found.Construction. human remains. K-9 r � Responsible for Ensuring Compliance/ Date Completed Mitigation Measure Action and Timing Verification and initials B. If the discovery of human remains includes four or more burials,the discovery location shall be treated as a cemetery and a separate treatment plan shall be created. C. The prepared soil and cremation soi€s are to be treated in the same manner as bone fragments that remain intact.Associated funerary objects are objects that,as part of the death rite or ceremony of a culture,are reasonably believed to have been placed with Individual human remains either at the time of death or later.otheritems made exclusively for burial purposes ortocontalr human remains can also be considered as associated funerary objects. Cremations will either be removed in bulk or by means as necessary to ensure complete recovery of all sacred materials. D. In the case where discovered human remains cannot be fully documented and recovered on the same day,the remains will be covered with muslin cloth and a steel plate that can be moved by heavy equipment placed over the excavation opening to protect the remains.If this type of steel plate Is not available,a 24-hcur guard should be posted outside of working hours. The Tribe will make every effort to recommend diverting the project and keeping the remains in situ and protected.If the project cannot be diverted,it may be determined that burials will be removed. E. In the event preservation in place is not possible despite good faith efforts by the project applicant/developer and/or landowner,before ground- disturbing activities may resume on the project site, the landowner shall arrange a designated site location within the footprint of the project for the respectful reburial of the human remains and/or ceremonlal objects. F. Each occurrence of human remains and associated funerary objects will be stored using opaque cloth bags.All human remains,funerary objects, sacred objects and objects of cultural patrimony will be removed to a secure container on site If possible. These Items should be retained and reburied within six months of recovery.The site of reburial/repatriation shall be on the project site but at a location agreed upon between the Tribe and the landowner at a site to be protected in perpetuity.There shall be no publicity regarding any cultural materials recovered. G. The Tribe will work closely with the project's qualified archaeologist to ensure that the excavation Is treated careful) ,ethically and respectfully.If K-10 Responsible for Ensuring Compliance/ Date Completed Mitigation Measure Action and Timing Verification and Initials data recovery is approved by the Tribe,documentation shall he prepared and shall Include(at a minimum)detailed descriptive notes and sketches,All data recovery data recovery-related forms of documentation shall be approved in advance by the Tribe.If a ny data recovery is performed,once complete,a final report shall be submitted to the Tribe and the NAHC.The Tribe does NOT authorize any scientific study or the utilization of any invasive and/or destructive diagnostics on human remains. K-1 1 f 1 Responsible for Ensuring Compliance/ Date Completed PPP Action and Timing Verification and Initials AESTHET[CS PPP AE5 1:Lighting.Prior to issuance of building permits,the applicant shall Submit a photometric City of Tustin Planning submit a photometric lighting plan to the Building Division showing lighting plan.Prior to Division compliance with Municipal Code Section 8102,which requires a minimum of building permit. one-foot candle of light on the private drives and parking surfaces and a minimum of one-quarter foot-candle of light on the walking surfaces.The photometric plan must also show no light spillage pursuant to Municipal Code Section 9271(hh). Alii QUALITY PAP AQ 1:Rule 402.Project construction plans and specifications shall Compliance with Rule City afTustin Planning state that the Project Is required to comply with the provisions of South 402.Construction. Division Coast Air Quality Management District(SCAQMD}Rule 402.The Project shall not 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 endangerthe 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. PPP AQ-2:Rule 403.The construction plans and specifications shall state Compliance with Rule City of Tustin Planning that the Project is required to comply with the provisions of South Coast 403.Construction. Division Air Quality Management District(SCAQMD)Rule 493,which Includes the following: • Ali clearing,grading,earth-roving,or excavation activities shall cease when winds exceed 25 mph perSCAQMD guidelines in order to limit fugitive dustemissions. • The contractor shall ensure that all disturbed unpaved roads and disturbed areas within the project are watered,with complete coverage of disturbed areas,at least 3 times daily during dry K-12 weather;preferably In the mid-morning,afternoon,and after work Is done for the day. • The contractor shall ensure that traffic speeds on unpaved roads and project site areas are reduced to 15 miles per hour or less. PPP AQ-3:Rule 1.113.The constructior plans and specifications shall state Compliance with Rule City of Tustin Planning that the Project is required to comply with the provisions of South Coast 1113.Construction. Division Air Quality Management District Rule(SCAQMD)Rule 1113.only"Low- Volatile Organic Compounds"paints(no more than 50 gram/liter of VOC) and/or High Pressure Law Volume(HPLV)applications shall be used. BIOLOGICAL RESOURCES PPP Bio-1:Street Trees.Installation ofstreettrees shailoccur in compliance Ensure installation of City of Tustin Planring with the City of Tustln Municipal Code Article 7,Chapter 3,Section 7308. street trees is compliance Division with Municipal Code Article 7,Chapter 3, Section 7308.Prior to grading permit. CULTURAL RESOURCES PPP CUL-1:Human Remains.In the event that human remains are Stopdisturbance City of Tustln Planning encountered on the Project site,work within 50 ft of the discovery shall cease activities within 50-foot Division and the County Coroner shall be notified immediately consistent with the buffer area of Identified requirements of Callfornla Code of Regulations(CCR)Secln 15064.5(e).State human or funerary Health and Safety Code Section 7050.5 states that no further disturbance remains;immediately shall occur until the County Coroner has made a determination of origin and contact County Coroner; disposition pursuant to Public Resources Code(PRC)Section 5097,98.Prior to verify all grading pians the issuance ofgrading permits,the Clty Community and Planning,Building, specify requirements. and Code Enforcement Department Director,or designee,shall verify that all Win the event of an grading plans specify the requirements of CCR Section 15064.5(e),State inadvertent discovery of Health and Safety Code Section 7050.5,and PRC Section 5097.98,as stated identified human or above. funerary remains, K-13 r ENFRGY PPP E-1,CALGreen Compliance:The Project is required to comply with the Compliance with City of Tustin Planning CALGreen Building Standards Code as included in the City's Municipal Code CALGreen.Prior to Division Section 8100 to ensure efficient use of energy.CALGreen specifications are building permit. required to be Incorporated Into building plans as a condition of building permit approval. PPP E-2:Idling Regulations.The Project is required to complywith California Compliance with CARR City of Tustin Planning Air Resources Board(GARB)Rule 2485(13 CCR,Chapter 10 Section 2485), Rule 2485,Construction, Division Airborne Toxic Control Measure to Limit Diesel-Fueled Commercial Motor Vehicle Idling. GEOLOGY PPP GFO-1:California Building Code,The project is required to complywith Compliancewith the CltyofTustin Planning the California Building Code as included in the City's Municipal Code Article 8, California Bullding Code. Division Chapter 1,Section 8100 to preclude significant adverse effects associated Prior to building permit. with seismic hazards,California Building Code related and geologist and/or civil engineer specifications for the project are required to be incorporated into grading plans and specifications as a condition of project approval. HAZARDOUS PPP HAZ-1:SCAQMD Rule 1403,Asbestos.Prior to Issuance of demolition Compliance with City of Tustin Planning permits,the Project applicant shall submit verification to the City Building SCAQM D Rule 1403.Prior Division Divlsion that an asbestos survey has been conducted at all existing buildings to demolition permit. located on the Project site.If asbestos Is found,the Project applicant shall follow all procedural requirements and regulations of South Coast Air Quality Management District Rule 1403.Rule 1403 regulations require that the K-14 L_J following actions betaken:rotlflcation of SCAQMD prior to construction activity,asbestos removal In accordance with prescribed procedures, placement ofcollected asbestos in leak-tight containers or wrapping,and proper disposal. PPP HAZ-2:Lead Based Paint.Priorto Issuance of demolition permits,the Verify lead-based paint City of Tustin Planning Project applicant shall submit verification to the City Building Division that a survey has been Division lead-based paint survey has been conducted at all existing buildings located conducted.Prior to on the Project site.If lead-based paint Is found,the Project applicant shall demolition permit. follow all procedural requirements and regulations for proper removal and disposal of the lead-based paint.Cal-OSHA has established limits of exposure to lead contained in dusts and fumes.Specifically,CCR Title 8,Section 1532.1 provides for exposure limits,exposure monitoring,and respiratory protection,and mandates good working practices by workers exposed to lead. WATER QUALITY PPP WQ-1:NPDES/SWPPP.Prior to issuance of any grading or demolition Review and approval of City of Tustin Planning permits,the applicant shall provide the City Building Division evidence of SWPPP.Prior to grading Division compliance with the NPDES(National Pollutant Discharge Elimination System) permit, requirement to obtain a construction permit from the State Water Resource Control Board(SWRCB).The permit requlrement applies to grading and construction sites of one acre or larger.The Project applicant/proponent shall comply by submitting a Notice of Intent(N0l)and by developing and implementing a Stormwater Pollution Prevention Plan(SWPPP)and a monitoring program and reporting plan for the construction site. PPP WQ-2;WQMP.Prior to the approval of the Grading Plan and Issuance of Review and approval of City of Tustin Planning Grading Permits a completed Water Quality Management Plan(WQMP)sha11 WQMP.Prior to grading Division be prepared by the Project applicant and submitted to and approved by the permit, City Publlc Works Department.The WQMP shall Identify all Post- Construction,Site Design.Source Control,and Treatment Control Best K-15 Management Practices(BMPs)that will be incorporated into the development Project in order to minimize the adverse effects on receiving waters. NOISE PPP N-1:City of Tustin Municipal Code Section 4616,Specific Disturbing Compliance with City City ofTustln Planning Noises Prohibited Municipal Code 4616. Division (2)Construction,repalring,remodelingordemolitlon and grading,The Construction. erection,demolition,alteration,repair,excavation,grading,paving or construction of any building or slto is prohibited between the hours of 6:00 p.m.and 7:00 a.m.,Monday through Friday and 5:00 p.m.and 9:00 a.m.on Saturdays and during all hours Sundays and city observed federal holidays. Trucks,vehicles and equipment that are making or are involved with material deliveries,loading or transfer of materials,equipment service,maintenance of any devices or appurtenances to any construction project in the City shall not be operated on or adjacent to said sites outside of the approved hours for construction activity. PUBLIC SERVICES PPP PS-1:Schools Development Impact Fees.Prior to issuance of building Pay school Impact fees. City of Tustin Planning permit,the Project shall pay applicable development fees levied by the Tustin Prior to building permit. Divislon Unified School District pursuant to the School Facilities Act(Senate Bill(SB) 50,Stats.1998,c.407). PPP PS-2:Park Fees.As a condition of the approval of a tentative map,the Pay park Impact fees, City of Tustin Planning Project shall pay applicable park related fees pursuant to Municipal Code Prior to building permit. Division 9331. UTILITIES K-16 I I PPP UT-1:Solid Waste.As required by Section 5.405.1 of the 2019 California Compliance with Section City of Tustin Planning Green Building Standards Code,and AB 341 the Project shall implement a 5.408.1 of the 2019 Division Waste Management Plan to ensure that the construction and operational California Green Building diversion requirements would be met. Standards Code. Construction and operation. PPP UT-2:Organic Waste Disposal.As required by SB 1383,organic waste, Compliance with Section City of Tustin Planning including yard trimmings and food waste,will be diverted from landfills SH 1383,Operation. Division through City organic waste recycling services. K-17 �_ .z L � EXH I BIT C r..-� �.,. INITIAL STUDY City Of Tustin Chapter 2. Response to Comments on the Public Review MND This chapter of the Final Mitigated Negative Declaration (MND) contains responses to the comments that the City of Tustin (Lead Agency) received on the Public Review MND (SCH No. 2022090269) (Chapter 1) for the 17802 Irvine Boulevard Residential Project during the public review period, which began September 15, 2022 and originally was noticed to close October 5, 2022 but was extended and concluded on November 10, 2022. This document has been prepared in accordance with California Environmental Quality Act (CEQA) as amended (Public Resources Code Section 21000 et seq.) and the Guidelines for Implementation of the California Environmental Quality Act (State CEQA Guidelines) (Cal. Code Regs.,tit. 14,§ 15000 et seq.) and represents the independent judgment of the Lead Agency, This document, together with the Public Review MND, the Revisions to the Public Review MND, and the Mitigation Monitoring and Reporting Program comprise the Final MND. The following public comments were submitted to the City of Tustin during the public review period: 1. Anita Storck, September 21, 2022 (2 pages) 2. Orange County Transit Authority, October 5, 2022 (2 pages) 3. Robert Duffy, October 5, 2022 (2 pages) 4. Tiffany Lin,City of Irvine, October 7, 2022 (1 page) 5. Orange County Sanitation District, October 10, 2022 (2 pages) 6. Prospect Park Homeowners Association,October 10, 2022 (3 pages) 7. Commenter #1, October 12,2022 (1 page) The public comments and responses to comments are included in the public record and are available to the Lead Agency decision-makers for their review and consideration prior to making their decision whether to approve the proposed Project. Pursuant to State CEQA Guidelines Section 15074(b) Consideration and Adoption of a Negative Declaration or Mitigated Negative Declaration, none of the comments provide substantial evidence that the Project will have significant environmental effects which would require preparation of an Environmental Impact Report. Further, none of the information in the letters or responses constitute the type of significant new information that requires recirculation of the MND for further public review under State CEQA Guidelines Section 15073.5 Recirculation of a Negative Declaration Prior to Adoption. None of this new material indicates that the Project will result in a significant new environmental impact not previously disclosed in the 17802 Irvine Boulevard Residential Project MND. Additionally,none of this information indicates that there would be a substantial increase in the severity of a previously identified environmental impact that will not be mitigated, or that there would be any of the other circumstances requiring recirculation described in State CEQA Guidelines Section 15073.5. This Response to Comments includes revisions to the Public Review Draft MND based upon: (1) clarifications required to prepare a response to a specific comment; and/or (2) typographical errors. These revisions do not alter any impact significance conclusions as disclosed in the MND. Changes made to the MND are identified as st-rileeeut text to indicate deletions and in underlined text to signify additions within Chapter 1 of this document. Although State CEQA Guidelines Section 15088 does not require a Lead Agency to prepare written responses to comments received, the City of Tustin has elected to prepare the following written responses with the intent of providing a comprehensive and meaningful evaluation of the proposed __... .._.— _.................. -- _. ._...—.. -_...... ....... _. .—_.... Page 12-1 INITIAL STUDY City of Tustin Project. The number designations In the responses are correlated to the bracketed and identified portions of each comment letter. L- J ............................ -- ........._ Page 12-2 INITIAL STUDY City of Tustin COMMENT LETTER 1: Anita Storck, September 21, 2022 (2 pages) a EV a � . 1A � a x .�...._.__ .. _... ... ......... ........ _.. ._____ �... _......_..... --... ... ... .__.....__. ..... Page I. _. _ ..... ......_._. 2-3 INITIAL. STUDY City of Tustin F ,,ggam� Its SK m Page 2-4 I INITIAL STUDY City of Tustin RESPONSE TO COMMENT LETTER 1: Anita Storck, September 21, 2022 Response to Comment 1.1: The commenter states that they live In Prospect Park near the Project site. The commenter indicates that the density of the proposed Project is too large for the size of the Project site. The Project would require a General Plan Amendment to change the existing land use designation from Professional Office (PO)to High Density Residential(HDR),The HDR designation provides for residential uses at a density of between 15 and 25 dwelling units per net acre. The proposed Project would result in a density of 19.3 dwelling units per acre, which would not exceed the allowable density for the proposed land use designation. The Project would require a zone change from Retail Commercial (C1) with a Parking (P) overlay to Multiple Family Residential (R-3). The proposed R-3 zoning would allow for multiple family dwellings with a minimum lot area of 1,750 SF per dwelling unit and a maximum lot development of 65 percent. The Project proposes approximately 2,250 feet per dwelling unit and would result in 36.7 percent of lot coverage. The comment does not contain any information requiring changes to the MND. No further response is warranted. Response to Comment 1.2: The commenter states that the Project would provide 1 1 guest parking spaces, which would be too few for the number of dwelling units proposed. The Project would include 90 parking spaces, inclusive of 80 garage spaces and 10 head-in spaces. Per Tustin Municipal Code Section 9263,the Project is required to provide two covered spaces for each dwelling unit, plus one unassigned guest space for every 4 units. The Project would comply with the City parking requirements. The comment does not contain any information requiring changes to the MND. No further response is warranted. Response to Comment 1.3:The commenter states that the Project would increase traffic on Irvine Boulevard, which is already a busy street. As described in Section 5.17,Transportation,Response b.of the MND,the Project would generate 295 fewer daily trips than the existing land use. Additionally, a Focused Traffic Study Analysis was prepared by EPD Solutions that indicated the Project would have a less than significant impact on level of service (LOS) of Irvine Boulevard intersections with Prospect Avenue and the Project's driveway.A copy of the Traffic Study, and other engineering documents,is available upon request at the City of Tustin Planning Division and public records subject to the California Public Records Act. Contact information for the project's planner were provided in the MND should the commenter want to view additional plans not provided in the MND. The comment does not contain any information requiring changes to the MND. No further response is warranted. Response to Comment 1.4: The commenter states that the proposed buildings would be three stories high, which would be too high compared to buildings within the surrounding area, The commenter asserts that the buildings should be a maximum of two stories. The City's R-3 zone allows for a maximum building height of 35 feet. The proposed buildings would be a maximum of 34 feet and 10 inches. Therefore, the Project would be consistent with the R-3 development standards.The comment does not contain any Information requiring changes to the MND.No further response is warranted. Response to Comment 1.5:The commenter requests consideration of their comments.The comment letter has been in the record and considered. No further information is required, and the comment does not contain any information requiring changes to the MND. No further response is warranted. ..........__._ _................ ._.... ... ..._ .. Page 12-5 INITIAL STUDY City of Tustin COMMENT LETTER 2: M AffgMTEDA&RCTS October 5,2022 == Ms.Leila Carver Loco Tm4pwwbn Senior Pfanmr 0inFauffarit Auha* Uy of Tusfin—Community Development Depaftmnt s—L-Adl-lykr 300 Centennial Way F y Eff-9-1- Tustin CA 92780 r1111 Tarlrvlodcnm . -IkkW �Agenq Subject: Notice of intent to Adopt a Miti gated Negative Declaration and C-9-9-M-3-1-A Agency Initial.Study for the Tustin Intracorip Muffifamily Residential Project Bear Ms.Carver: Thank you for providing the Orange County Transportation Authority (OCTA) with the Notice of Intent and laffial Study ror the Tustin Intmcorp Multifamily 2,1 Residential Project (Project). The following comments are pro vided. for your consideration.- I Egg_e 130(Section 5.17`Tran spgrtaticin'.SL1bSCCQ0R'a.'_ • First paragraph("Transit Services").-revise to include routes 59,64,70. 2.2 72,79,:90, 167,472,and 473. Omit routes 22,65,75,and 85. 1 • Second paragraph('OCTA Route 64 and 71 are the closest--_"): revise 2.3 text fry"5:00 a.:rrt.to 11"00 pjyj.'to'8:10 a-m.to 11:00 p.m-"when descfibhc weekend seMce on Route 64. • Second paragraph.revise text from"5:33 a.r.n.to 10:1 a p-m.'to"5:20 2.4 a.m.to 10-45 p.m-"when descrUng Monday through:Friday service on Route 71,and'6:00 a.m.to I UO p-m-'to'5:45 a.m.to 6:15 p-m"when describing weekend service on Route 71. • Second paragraph., reAse text to replace'20-minute headways"with 'I 5-rn€nule headv"ys"Waen describing Route 64 and specify that the 2.5 15-minute headways;occur on both the weekdays and the weekends. • Second pafagraph:revise text to replace lone-hour headwayV with "45-minute headways'when describing Route 71 and specify that the 2.13 45-minute headways occur on hath fhe Weekdays and the weekends. • Second paragraph:revise text to replace the route descriptors'Route 64 runs from the Westatinster Mall Area east"acrd'Route 71 runis from 23 Hoag Hospital north'to:"Route 64 runs from the Westminster Mil Area afang Bolsa/First St.to the LaNn Square shopping area'and"Route 71 53LIS w6Ai.M 3&.0 fPG Om 14 IM J M-0-IM41plg)56OLOaA fRg?) ........... ................................................................. .................. Page 12-6 INITIAL STUDY City of Tustin ................................. . ............................ Ms..Lelia.Carver Ocher 5,20 Page.2 runs f the Ht)ag Hospital along Newer Blvd,Red Hill Ave,and 2.7 Tustin St.to the Placentia Linda Hospilal%respectively- Throughout the development of this project, we encourage communication with 2.6 OCTA on any matters discussed herein..It you have any questions or coramen Tease contact me at(7,14)-550-5907 or at QhLL@Zta.neL Sincerely, Dan Phu Manager, Environtnental Programs .................................... ........................ . ................- Page ...........Page 12-7 INITIAL STUDY City of Tustin RESPONSE TO COMMENT LETTER 2: Orange County Transit Authority, October 5, 2022 (2 pages) -, Response to Comment 2.1:The commenter states that the letter is written on behalf of the Orange County Transit Authority(OCTA)and Introduces the comments that follow.This comment is introductory and no further response is warranted. Response to Comment 2.2 through 2.7: The commenter proposes several revisions to Section 5.17, Transportation of the Public Draft MND regarding local bus transit operations, The Final MND has been revised to include all proposed revisions.Changes can be found on page 130 of the Final MND. Response to Comment 2.8: The commenter provides contact information for coordination on any future Project-related requests or questions, No further information is required, and the comment does not contain any information requiring changes to the MND. No further response is warranted. P...__ _ ..... -. _......_._..� _...�._....—_ age 1 2-8 INITIAL STUDY City of Tustin COMMENT LETTER 3: Robert Duffy, October 5, 2022 (2 pclges) I 1 Ctetober',5,2022 City of ustin C•ontrnu ity Development Dept. j Attm.Leila Carver { 300 Centennial Way Tustin,CA SUN r PtttAtEC6 plC Sj . General Plan;Ama ndment:21122-0a0l,2arte Charge 202.21-00 ti1,Subdivi:slucn.2022-UM2,Design Review 2022.0001,and Development Agreement 2:022-00012 Dear Plann ng ComrniEsi mi Members and the City of Tustin, My wife?and I live irk Cho.Prospect Park:Homeowners As"ationd(PP'HOA)offFrospect Aveto the.south of the plAnned 3 project ffihOewefeel the project could beaplus for the neighborhood wedtthavesome cupEerns.abouttie projectat 17702:&17a4.2 Irvine Blvd.,Tustin,CAS2780,Based on the information cuaa,ently on your website,We have cmWerns Amit the following: 1. Landscape—Based on the plarts.on your website,it's my understanding that all'the trees along:our northem property linewig he removed and ivrlt reoRiceA<lepiuntilireg an which page of the pro;patseal prc«jectyou read., Trees along the W.operty lime:create additia:nalpriva.cy,:sha Hing,and noise:reduction and add to the jert:rirrzsnnertt.Having just a cold,barren.wall ahrng ourtKao property Iaeres would be a detrintienr.to ourresedenre a and futureresiataatces'to tine nrarth of its and could affect our prolxerty values.'Parr pretty sure they don't:Want to E look atthe togas of our roofs anymore thanwe.wouiad like to look artthree sto4es bulldes.Tustinis imi'awo for E3 g having a high tree per square Mile Count;let%.keep it that:way and ensure a :have.same trees nubutshes l hatwwaan our properties, a- On page 21,t he:"Corweptlonal Site P1 an'looks file there are trees or bushes on the project's prroperty lines along the project's east,west,and.south sides,wh4ch is:great depending on the type of trees:or bushes.But on page 37,in Vie'° rrrepti nal'Landscape Phar,'they elaaninate almost M1,of them and leave none slang the southern property lime.This concerns our family,and we ask.tarat you:modify it to i bedoser'tothe'OunceptionalSite:Flans on page 21_ l 2. Parking-While the project's:lack of parUng doesn't d1rectly affect tis,it roulrf'indirectky affect us.We are ! i concerned that 4rerause edit and th*lack cf'strast parking on Irvine Pdlud.,the feature homeowners and guests.to E the project may affect parking.on Prospect Ave trarctlyr in front of our association to the awest of us, a. Prospect Park Homeowners,Assvdade t has 40 homes,as will this project,but we have thre=e assigned parkhng Wots,per h me(2 garages.&1 assigned parking stall outdoors)with an additional 16 uiskoF 33 irarizing spares for a total :136 pawktng spot's vs.tate project only has tura ftarliing xpets gar iiorne(2 garages),with 11 visrtarr parking spaces fdrr a twtital of 91 parking spots.That means they.have 4S fewer pa tldng sputa available w guests and residents tliarr Prospect lark HOA.Even with our additional 4S o parUng spaces avallable,whkh tits proo-jeLt doesn't have.,our guests or we occasionally have to park out i on.Prospect alive between our two entrances,There is no street Perl'.larg:all twine Blvd,so that leaves. i street parking on Prospect:Ave.,Orangewood Ln.,or Fashion tn.far overflow ur,I'm guessirng here,in the comrmcial parking lots to the east anal wwest:off'the projiert, Page I of 2 ................-_____-...._.,. ... .. ._..,.._. -...........-...--,....,_......................................................__.._...— _._.....,__— Page 2-9 INITIAL STUDY City of Tustin Thank yovi"advance for reviewing aW. c*ncem.s and considering them when reviewift and sft tblspr*00,If you have any questions or concerasVvu may contact meat 714499-3824 of redgW9RgMLt&M, Robw F-Due R 341 Prospw flwk Tissttn,CA 92700 Pago 2 of 2 .... .. .. ...................... ................................... ... ........................................... Page 12-10 INITIAL. STUDY City of Tustin RESPONSE TO COMMENT LETTER 3: Robert Duffy, October 5, 2022 (2 pages) Response to Comment 3.1; The commenter states that they and their wife live in Prospect Park and have concerns regarding the proposed Project.This comment is introductory and no further response is warranted. Response to Comment 3.2: The comment states that based on the Project plans, trees along the northern property line will be removed and not replaced.The commenter states that the trees create privacy,shading, noise reduction and the proposed perimeter wall would be cold and barren and would impact property values. The commenter adds that Tustin is (mown for having a high tree count and they wish to maintain the trees and bushes between the Prospect Park and proposed Project. Additionally,the commenter notes that Figure 3-1, Conceptual Site Plan, on page 21 of the Public Draft MND,the Project proposes trees or bushes on the east, west, and south perimeter of the Project site. However, in Figure 3-4, Conceptual Landscape Plan, on page 37 of the Public Draft MND, the Project doesn't include trees or bushes along the perimeter. The commenter states preference for the Conceptual Site Plan, which includes trees or bushes along the perimeter between the Project and Prospect Park. Figure 3-1, Conceptual Site Plan,and Figure 3-4,Conceptual Landscape Plan,have been updated and are now consistent. A block wall is proposed along the western, southern, and eastern perimeter of the Project site. The preparation of the Draft IS/MND was conducted pursuant to CEQA Statute and CEQA Guidelines, A Project's impact on property values is not analyzed as part of any of the environmental topics under CEQA. Proposed landscaping would comply with applicable landscaping requirements, which include the City's Section 7308 of Article 7, Chapter 3 requirement for the protection of "trees, plants or shrubs in or growing upon or over any public parkway street, highway, alley,right-of-way, City-owned property In the City",the lot coverage maximum of 65 percent for the Multiple-Family Residential (R-3)zone (Section 9226 of the City's Municipal Code), as well as, the City's water-efficient landscape standards (Chapter 7 of the City's Municipal Code). The interior and exterior of the southern perimeter block wail would be vegetated for aesthetic treatment.No further information is required,and the comment does not contain any information requiring changes to the MND. No further response is warranted. Response to Comment 3.3; .The commenter states that Project's lack of guest parking could indirectly affect Prospect Park's parking by causing spillover onto Prospect Avenue. The commenter provides information on Prospect Park's parking per unit and states the Project's parking would 45 fewer parking spaces than Prospect Park. The commenter notes that Prospect Park residents occasionally have to park on Prospect Avenue due to lack of parking. The commenter points out the overflow areas likely to be used by residents of the Project would be Prospect Avenue, Orangewood Lane, Fashion Lane, or commercial parking lots to the east and west. The Project would include 90 parking spaces, inclusive of 80 garage spaces and 10 head-in spaces. Per Tustin Municipal Code Section 9263,the Project is required to provide two covered spaces for each dwelling unit, plus one unassigned guest space for every 4 units. The Project would comply with the City parking requirements. The comment does not contain any information requiring changes to the MND. No further response is warranted. Response to Comment 3.4;The commenter provides contact Information for any future questions or concerns. No further information is required, and the comment does not contain any information requiring changes to the MND. No further response is warranted. _...— ................... —....—.. _........, .......—............ __._.. ._.._ __.�...__ _ . __..........._.._...__......_.........._ Page 2-11 INITIAL STUDY City of Tustin COMMENT LETTER 4: City of Irvine, October 7, 2022 (1 page) plot, 0 0 fto ber 7,2022 Leila Carver,Senior Planner C;onsultant 300 Centennial Way Tustin,CA 92780 Subject: General:Plan Amendment,Zone Chante,Subdivision,,Design Review,and Development Agreement forintracorp,Residential. Dear Leila Carver: Staff is In.receipt of the notice of Intent to adopt a niffigated negative declaration for the request to.;demolish two exIsUng two-story office buildings In order to constructa nerw molt-Faftly residential development project at 1.78G2 and 17842 Irvine Boulevard.The project.includes a Geriemf Plan Amendment..ZDne Change,Subdivision, Dej7gn 4-1 Review,and Development Agree ment to.faclistate the development of 40 three-story residential units within 18 duplexes and four single family residences, Staff Ms reviewed the project proposal and has no comments..If you have any L ques.Wns,.please contact me at IMBJadjyraf" ir�e.rar or 949-724-6361, Sincerely, Tiffany Lin Associate Planner ec: Kerwin Lau,Manager of Planning Services MaNka Poynter,Principal fanner ................ ......... ............ . ............................................................ .............................................................. Page 2-12 INITIAL. STUDY City of Tustin RESPONSE TO COMMENT LETTER 4: City of Irvine, October 7, 2022 (1 page) Response to Comment 4.1: The commenter verifies receipt of the Notice of Intent (NOI) for the Project and provides their understanding of the proposed Project.The commenter states that they have no comments and provides contact information should the City have any questions. No further information is required, and the comment does not contain any information requiring changes to the MND. No further response is warranted. —__ ..........__ ....... _.. .......................... ---.. ._............... Page 12-13 INITIAL STUDY City of Tustin COMMENT LETTER 5: Orange County Sanitation District, October 10, 2022 (2 pages) �-7 10844 Ellb AVW" CAS N RmntatnVaftCA92708 -�O OAMG-e P-WNTY"IM'"Oft DMTR[UF V4WW.1WSRn,9QV October 10.,2022 Lelia Caver,Senior Planner Consultant $Ica City of Tustin bur;IV Community Development Department 300 Centennial Way Tustin, CA 92781D Email:Lr-arverodtusfinca.org i SUBJECT: Notice of Intent to Adopt a Mitigated Negative Declaration for General Flan Amendment 2022-0001,ZGne Chan2022-000ir ge Subdivision!2022-000.2, Design Review 202.2-M04 and: Development Agreement 2022-OG02 for the Intracorp Residential project la flabra -bank y!ou for providing the Notice of Intent to Adopt a Mitigated Negative Declaration for General Plan Amendment 2022-0001,Zone Change.2022-0001, Sub,division 2022-ODD2, Design Review 2022--0004, and Development 5.1 Agreement 2022-0002 for the Intracarp Residential project.. Orange County Sanitation District (OC San) has revievied it and would like to bring to your attention a requirement,as it applies to your project. This project.is proposing to demolish two existing two-story office buildings and u,9z Ano constftwt a new, multi-family residential development project at the project t4W zwmll� location. Please be advised that there is a connechori that services this site,and If there are any.madIfications needed to the connection to OG San system(such suml- as upsizing), a trunk connection pei-mit will be required. Please see picture below identifying existing:sewer rine connection. V&I PdA 5.2 &9nkLm-yDiabJct Mid 'W mu..'r0l."I'ViLt YwW LkWa ................. atw mktjop,ra p"oct pubik,.,hm aws rfvvidirg�Wpctivo. (tApdMn,NWinan.t.,ax-rd L J ................. . . ....................................................................... .........-"-'..........-,-,,,,,--- Page .......Page 12-14 INITIAL STUDY City of Tustin LOW Comer,Senior.Planner Consultant October 10,2022. Page 2 oT 2 5.3 If you have any questions regarding this letter, please contact Ke%dn 1Haddm at. 7U 593-7462 or Madrlen:dogsan.gov. Jusn Fenton Engeering Manager Planning Division 714,t 3-7386 KHJF-sa yrs: s�r�.5tt� drrt�crr�+sri3z�P�lu�ning7�E4A Ex��mal '�ae�e 2Cvmrskemtiet�eesACi�+l�fTuskn M�IE�2tE'�.Y?1f11U.dacx cc:Daniel Lee —-- -................................ ,,_ ....... . _... — _ _............._ _ .._.. ._ _ .. ............ Page 12-15 INITIAL STUDY City of Tustin RESPONSE TO COMMENT LETTER 5: Orange County Sanitation District, October 10, 2022 (2 pages) F..., Response to Comment 5.1: The commenter states they have reviewed the NOI and would like to call attention a requirement that applies to the Project. The comment is introductory In nature. No further information is required, and the comment does not contain any information requiring changes to the MND. No further response is warranted. Response to Comment 5.2:The commenter indicates there is an Orange County Sanitation District connection that services the site and any modifications needed to the sewer (such as upsizing) would require a trunk connection permit.A picture is provided illustrating the location of the sewer line. The Project does not currently propose any modifications to the existing sewer facility and the requirement for a trunk permit is not anticipated. The City and applicant will coordinate with the Orange County Sanitation District as necessary throughout the course of the Project. No further information is required, and the comment does not contain any information requiring changes to the MND. No further response is warranted. Response to Comment 5.3:The commenter provides contact information for any future questions or concerns. No further Information is required, and the comment does not contain any information requiring changes to the MND. No further response is warranted. Page..�,2^1.�. ._--...__ ...... --..........— ..�_.....- _...._.._... INITIAL STUDY City of Tustin Prospect Perk Homeowners Association 2.01-892 Prospect Park,Tustin,CA 92780 overflow available only on Prospect Ave,,Orangewood Ln.,or Fashion Ln.For overflow or,we guess,in the commercial parking lots to the east and west of the project, b. We're not sure what:the Fix Is,however,like the residents of Palm wood Gardens HOA brought It up at a recent meeting put on by Intracorp Houses,we felt we should voice our concerns,too,so you can see If there is a way to add a few more parking spaces to the project If possible. Thank you in advance for reviewing our concerns and considering them when reviewing;and approving this project.If you have any questions or concerns,you may contact:me at 714-299-5824 or r d 9 oa r and I will forward it to the Board for review and response. Respectfully, A4C ` Robert E.Duffy President,Prospect Park HOA Ma Ming Address; Prospect:Park Homeowners Association Care Of Power5tone Property Management Attn.Jason Baladad 9060 Irvine.Center Drive Irvine;CA 92518 Page 3 of 3 ..._......................................................... ....,.........._ Page 12-17 INITIAL. STUDY City of Tustin COMMENT LETTER 6: Prospect Park Homeowners Association, October 10, 2022 (3 pages) Prospect Park Homeowners Association) 201.-69.2 Prospect Park,Tustin,CA 92750 October 10,2022: City of Tustin Community Development Dept. Attn,Leila Carver 300 Centennial Way Tustin,CA 52780 PROJECTGeneral Plan Amendment 2022-0001,Zone Change 2022.0001,Subdivision 2022-1002,Design Review 2022-0004,and Development Agreement2022-0002 Dear Planning.Commission Members and the City of Tustin, The Prospect.Park Homeowners Assoclations'(PPHOA)Board of Directors(Board)has drafted this letter to be added to the public comments regarding this project bused on concerns the Board feels could affect our association as a whole which we are responsiblefor.This letter,Is not intended to conflict with any additional personal concerns of Individual homeowners or residents of our community.It is only a reflection of the Board's point of view with respect to their 5-1 responsibilities to our community, While we realize that progress must happen and some projects will occur to the north of us at 17702&17842 Irvine Blvd.,Tustin,CA 92780,no matter}tow good the project might be,there are still always concerns by those that could he affected by it.At first look,we feel the project will be a positive addition to Tustin.However,based on the current limited.Information we possess,here are the Board's:concerns on behalf of the association's property for which it Is responsible; 1. Our Northern Wall-The Board understands that there will be substantial excavation along our northern property line,along with the addition of anew retaining wall and privacy wall within the project's property line. a. The Board Is concerned that our wall along the property line on our property Is protected and that it is not compromised in anyway while excavation operations are being conducted,Alse,during the construction phase of the retaining wall or privacy wall on their property. b. Should structural Instability or damage be caused to our wall because of their work,we would expect the project property owners and or contractors would stabilize,repair,or replace it with a similar wall using In kind product and workmanship at their cost to our satisfaction, c. There has been some discussion with Intracorp Homes and the Board at possibly removing parts of PPHOAs northern wall completely.While the Board of directors has not agreed to this,it would be willing to review a proposal from Intracorp Homes and consider it. d. lastly,we would ask that whatever wall they build be neighborly and make sure that the side that faces out is aesthetically pleasing to PPHCIA as much as it will be on their side to their future residence. Page 1 of L. _J ...... _,_....._. .............._..,,.,----- Page 2-18 INITIAL STUDY City of Tustin Prospect Park Homeowners Association 201-392 Prospect Park,Tustin,CA 92750 2. Water Flow—Currently,no water flows from the property to the north of our property line onto our property; we cla not want the slope of the project to change,whore water runoff could flow onto PPHQA's property,if 6-2 that is the intention or there will be the need for an emergency overflow onto PPHOA's property,we would request an environmental report be completed to ensure that It would not affect our property negatively before approval 4y us or the city. 3. Power&Utility Lines—While these lines are not the property of PPHOA,they do affect us, a. We want to ensure that the same care that should betaken concerning our wall Is also taken with the power lines that run along our northern property line to avoid structural concerns and service outages to the residents ofpPHOA, b. We are currently grandfathered In with respect to above-ground powerlines,Should this project require the lines that serve our community to be placed underground,we would expect the cost of that to be. 6-3 handled by the city,utility companies,or Intracorp Homes as part of their pl oject after review and approval by the Board and our homeowners. 4. Landscape—We understand that all the trees.alongour northern property line will be removed.and not replaced depending on which page of the proposed project you read.Tees along the property line create additional privacy,shading,and noise reduction and add to the environment.Having justa cold,barren wall along our two property lines would be a detriment to our residences and future residences to the north of us and could affect our property values.We're sure they don't want to look at the tops of our roofs any more than our members would like to tank at threestories of walls.Tustin Is known for having a high tree persquare mile count;let's keep it that way and ensure we have some trees or bushes between our properdes. a. On page 21,the"Conceptional Site Plan,"It looks like there are trees or bushes on the project's property lines along the projeces east,west,and south side,which is great depending on the type of trees or bushes,But on page 37,in the"Conceptional Landscape pian,"they eliminatealmost all of them and leave none along the southern property line.This concerns the Board and homeowners.of PPHOA,and we ask that you modify itto be closer to the"Conceptional Site Plan"on page 21. b. fntracorp Homes has suggested a trelils with vines to add an additional two feet to the six-foot wall that. will be going up for a total of eight feet.above grade.We'd be willing to review It to see what they :envision,but we feel trees or bushes would allow for a higher natural privacy feature and require less maintenance and future costs,Trellis noel replacement sooner or Fater,which is more complex to replace than just a tree or bush that dies because you also have to remove and replace what was on the trellis. 5. Parking—While the project's lack of parking doesn't directly affect us,it could Indirectly affect us,We are concerned that because of It and the lack of street parking on Irvine Blvd,.future homeowners and guests to the project may affect parking on Prospect Ave directly In front of our association to the west of us or,worse,onto our property. a. We have 40 homes,as will this project,but we have three assigned parking spots per home(2 garages& 1 outdoors)vs.this project has two(2 garages),and we have an additional 16 visitor parking spots with the 11 this project has,Which means we have 45 more locations available to guests and residents than the project,and even with that quantity our addltional 45 parking spaces available that this project doesn't have,occasionally,homeowners and.guests overflow from our parking onto Prospect Ave between our two entrances.There is no street parking on Irvine Blvd,so that leaves street parking for Page 2 of 3 PageL..2-19 ._. . .,,,. . .._m._..............--__. _..—... INITIAL, STUDY City of Tustin Prospect Park Homeowners Association 20:1.392 Prospect Park,Tustin,CA 92780 overflow available only on Prospect Ave.,Orangewood Ln,,or Fashion Ln.for overflow or,we gue&-,in the commercial parking lots-to the east and west of the project. b. We're not sure what the fix Is,however,like the residents of Palmwood Gardens HOA brought it up at a recent meeting put on by lntracorp Hames,we felt we should voice our concerns,too,so you can see if there Is a way to add a few more parking spaces to the project If possible. Thunk you in advance for reviewing our concerns and considering thero when reviewing and approving this project,If you have any questions or concerns,you may contact the at 714-299-3874 or Led uifv90piail,com and I will forward it to the Board for review and response. Respectfully, dA-1f- Robert F.Duffy President,Prospect Park HOA Mailing Address! Prospect Park Homeowners Association Care Of Po erStone Property Management Attn.Jason Baladad 9060 Irvine Center Drive I rvine,CA 92618 Page 3 of _._.. ..._....--- -- - _._.. .—.......... .....,. _r Page 12-20 INITIAL STUDY City of Tustin RESPONSE TO COMMENT LETTER 6: Prospect Park Homeowners Association, October 10, 2022 (3 pages) Response to Comment 6-1: These comments are not related to the adequacy of the CEQA document the comment does not contain any information requiring changes to the MND. No further response is warranted and no response is required. Response to Comment 6-2:This comment states concern regarding changes between the existing stormwater runoff volume and drainage patterns and proposed conditions. As stated in the Preliminary Water Quality Management Plan (WQMP) prepared for the Project,the proposed Project would reduce imperviousness of the Project site from 95 percent to 90 percent, increasing the overall infiltration capacity. The Project site currently drains to two low points,one to the north on Irvine Boulevard,and the other at the southwest corner of the site. The proposed site would follow similar drainage pattern as the existing and is split between two drainage areas with catch basins in the north and southwest corners. Project site surface flows would be directed into an area drain system, or into onsite curb and gutters which would convey the flow to the underground storm drain system. All flows would be conveyed to an infiltration detention pipe where stormwater would be stored onsite until it can percolate into the ground. During a major storm event when the detention pipe fills to capacity, the stormwater would be directed to match the existing flow pattern. There are are two emergency overflow locations proposed, one a parkway culvert on Irvine Boulevard to the north and the other through a grate inlet in the southwest corner that would outlet to the existing parking lot gutter in 17772 Irvine Boulevard to the west (see Appendix G). The Project would not increase offsite flows to the south onto the Prospect Park property. According to the Hydrology Report completed for the Project, the drainage design for the Project site has been designed to meet the County of Orange flood Control Standards and per City of Tustin requirements (see Appendix H). Therefore, the comment does not contain any information requiring changes to the MND. No further response is warranted. Response to Comment 6-3: These comments are not related to the adequacy of the CEQA document the comment does not contain any information requiring changes to the MND. No further response is warranted and no response is required. --.....................--....... ........_ ... ._ ...... —. ........... Page 12-21 INITIAL STUDY City of Tustin COMMENT LETTER 7: Commenter#1, October 12, 2022 (1 page) r, This project is still in the entitlemnnt phase and a public heatirg has not been scheduled: Anotire of:.the public hearing willbe.provided privfu:ar y.fulure public hearing in accordanco with the Tustin City.Code ana.Slate law, If-you hava.any."estions rolalivata process.or timing,please fell free to give me.a.call at phone numb:or below. Thank you,-Leila ' Leila Caister 3 Senior Planner Consultant 300 CiDnCennlal Way,Tustin,CA 52784 i sTlh� F 714-57�3-3126 1 F:714­513-8l 13 InarsarCctustln��,ora I-tusilacr.nru 'TAY CONNECTED VATH US- D o4hoad ourapp--AUpieStOrW Doodle Play •Fvllouws�Faeeb"oak- Mltter '�Jotn aur rieVt�aiter. F ro rn: Spill f:S1Vodrr.osda-y,:Oct oh6 r 12,202 2 6:34 AM To:Garver,Leila. LCae tusiinca org.> Subject:tinr ntracorp.Proposed Project nn'Irvine Blvd. Dear Leila Carver, The rezoning from business tc high-donsity residential should be rejected by the planning.boar1 �7-1 This pro1ect does nothing good for our community.Firstly, it.radically changes tihe character.of the neighborhood and is inconsistent with all other structures.in the area at 9 stories.There is already a 7-2 high concentration of high-density residential in our area..With higher increases in population density, there is a higher increase in crumb., Also, keep in mind that you are going to subject las to 2 years of increased noise, dust,and traffic issues.We already have to deal with jets flying overhead,Tillor day noise, and Concerts in the park ]7.3 noise.. Th;a only rezoning to residential thatshould be corsidered would be for lour-der:sity r:eside.ntial,which is more.consistent With the surrounding area.This would-also present a:more Womble street View 7-4 (same scale as Falmwood's.street view across from the park—better aesthetics). z ..Page.I.2 2 .. .... ....... 2 . ...._ .... .. -- -----... INITIAL STUDY City of Tustin Carver; Lelia Fran: Sent: Friday,October 14,2022 9:29 APIC To-, Carver,Lelia Subject: tie:Intracorp Proposed Project on Irvine Blvd. Follow lap Firm Follow up FingStatus: Flagged My mailing address is Thanks again an Oct 74,2022,at R:59 AM,Carver,Leila�LCarver(�tustinca,orgs wrote: H(W Please confirm your mailing address here se that I ensure any future noticee of public hearing is sent to you. We can also email notice to you. Thank you, -Lelia rrorrr Sent:rriday,October 14,207.2 5:07 AM Tv:Carver,Leila<LCarver@)tustinca,orga Cc:Barragan,Raymond-4RRarragan@tustinca.org> Subject!Re:Intracorp Proposed Project on Irvine Blvd. Yes-please redact my name and contact Information. If the notice of the public hearing will not be smailed or delivered to me by the post office, please let me know how I can find out about it. Thanks for your help On Thursday,October 13,2022 at 02:55,27 PM PDT,Carver,Lelia<lcarverCEMustinoa.xcp wrote: Good afternoon We are to receipt of your emrsil on the proposed reaidentlal project located at 17802117842 Irvine Blvd,and your comments.will be included in the p€uject record, 9'm happy to redact your name and contact lilo per your request to rerrtain anonymous. t —._...._._.. ........................... _............ —__..._.—...____—_... ........ _..........._ ..� _......_._ Page 2-23 ---- INITIAL STUDY City of Tustin RESPONSE TO COMMENT LETTER 7: Commenter#1,October 12, 2022 (1 page) Response to Comment 7.1.The commenter states that the Project's proposed rezone should be rejected by the Planning Commission. The comment does not raise a specific issue with the adequacy of the Draft MND or raise any other CEQA issue. No further response is required. Response to Comment 7.2: The commenter states .the Project would not be beneficial to the community. Additionally, the commenter asserts that the Project would dramatically change the Project site's existing character due to the proposed buildings being three stories. Finally, the commenter states that the Project would increase density,and therefore,would increase crime in the area. Under Response c) in Section 5.1,Aesthetics,of the Draft Initial Study Mitigated Negative Declaration(Draft ISMND),the Project is analyzed for consistency with the Project site's existing character. Because the Project is In an urbanized area,character consistency is dependent on consistency with the applicable zoning code and development standards. The Project would be consistent with applicable standards of the Multiple- Family Residential (R-3) zone and development standards and also consistent with maximum allowed level of density per the High Density Residential (HDR) land use designation, and therefore, would have a less than significant impact on visual character. Additionally, the maximum height requirement for the R-3 zone is 35 feet. The Project would be 34 feet and 10 inches, which would be within the zone's height limits. No further information is required, and the comment does not contain any information requiring changes to the MND. No further response is warranted. Response to Comment 7.3: The comment asks that the City keep in mind that the residents will be exposed to two years of construction noise, increased dust, and traffic issues in addition to existing noise sources. As analyzed under Section 5.3, Air Quality, Section 5.13, Noise, and Section 5.17, Transportation, Project construction is anticipated to result in a less than significant impact on air quality,noise,and traffic.No further information is required, and the comment does not contain any information requiring changes to the MND. No further response is warranted. Response to Comment 7.4. The commenter states that the only zoning that should be considered for the Project site is low-density residential. Additionally, the commenter states that low-density residential would provide favorable street views and is more consistent with surrounding land uses.The comment does not raise a specific Issue with the adequacy of the Draft MND or raise any other CEQA issue. No further response in required. Response to Comment 7.5: The commenter states that meetings with the applicant and City have been unproductive, poorly scheduled, and people have been absent from them. The comment does not raise a specific issue with the adequacy of the Draft MND or raise any other CEQA issue. No further response in required. Response to Comment 7.6: The commenter indicates dissatisfaction with their lack of opportunity for input on the Project. The commenter asserts that opinions on the Project by the public have not been taken into account.The commenter requests that residents be able to voice their concerns during the Planning Commission hearing. The Planning Commission hearing will provide an opportunity for public comment. The comment does not raise a specific issue with the adequacy of the Draft MND or raise any other CEQA issue.No further response in required. ...................... -.. .._.......... ._ Page 12-24